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Complete Pipe Stress Analysis using Caesar II Online Course (30+ Hours)

Piping systems are the veins of industrial plants, carrying fluids and gases critical for various processes. Ensuring the reliability and safety of these piping systems is paramount, and this is where Advanced Pipe Stress Analysis comes into play. Advanced Pipe Stress Analysis goes beyond basic analysis, offering a comprehensive understanding of how pipes behave under various conditions.

Pipe Stress Analysis is a critical aspect of piping design that evaluates the effects of loads, pressures, and thermal gradients on a piping system. Basic Pipe Stress Analysis typically considers factors like pressure, temperature, and weight to ensure the system’s integrity. However, as systems become more complex and industries demand higher efficiency, Advanced Pipe Stress Analysis becomes essential.

Various sophisticated software tools are essential for Advanced Pipe Stress Analysis. One such powerhouse in the field is Caesar II. Developed by Hexagon PPM, Caesar II is a widely used software application that plays a pivotal role in ensuring the integrity and reliability of piping systems. Caesar II allows engineers and designers to model, analyze, and optimize piping systems. Known for its robust capabilities, the software enables a comprehensive evaluation of various factors influencing pipe behavior, providing a detailed understanding of stress, deformation, and stability under different operating conditions. Throughout the course, the explanations and case studies are provided using Caesar II software.

The complete online pipe stress analysis course is divided into several modules. Each module will explain some aspects of Pipe Stress Analysis that are required for every pipe stress engineer. New modules will be added as and when prepared. You can enroll in the module that you require.

Module 1: Basics of Pipe Stress Analysis (Duration: 5 hours)

  • Click here to join the course. You will learn the following:
    • How to Use Caesar II Software
    • Creating a 3D model of the piping system adding piping, components, fittings, supports, etc
    • Modeling equipment connection in Caesar II
    • Basics Theory of Pipe Stress Analysis
    • Load Case Preparation
    • Analyzing the system and reviewing the Results

Module 2: Pipe Support Engineering (Duration: 2 hours)

  • Join the module by clicking here. The support engineering module will cover the following details:
    • Role of Pipe Supports in Piping Design
    • Types of Pipe Supports
    • Pipe Support Spacing or Span
    • How to Support a Pipe
    • Pipe Support Optimization Rules
    • Pipe Support Standard and Special Pipe Support
    • Pipe Support Engineering Considerations

Module 3: ASME B31.3 Basics for Pipe Stress Engineer (Duration: 1.5 hrs)

  • To enroll in this module click here. You will learn the following:
    • Learn the basics from ASME B31.3 required for a pipe stress engineer
    • Learn Code equations that stress analysis software use
    • Learn the allowable values for different types of code stresses
    • Learn Material allowable stresses
    • Learn to calculate pipe thickness as per ASME B31.3

Module 4: Stress Analysis of PSV/PRV Piping System in Caesar II (Duration: 1 hr)

  • Enroll in this module by clicking here. This module covers
    • Brief about Pressure Safety Valve Systems
    • PSV Reaction Force Calculation
    • Application of PRV Reaction Force in Stress System
    • Case Study of Stress Analysis of PSV System using Caesar II Software
    • Best Practices for PSV Piping Stress Analysis

Module 5: Flange Leakage Analysis in Caesar II (Duration: 1 hr)

  • Click here to enroll in this module. It covers
    • Reasons for Flange Leakage
    • Basics of Flange Leakage Analysis
    • Types of Flange Leakage Analysis
    • Case Study of Flange Leakage Analysis using Caesar II (Case Studies of Pressure Equivalent Method, NC 3658.3 method, ASME Sec VIII method)

Module 6: Spring Hanger Design and Selection (Duration: 1.5 hours)

  • Here is your module for registering. Spring hanger module covers:
    • What is a Spring Hanger?
    • Types of Spring Hangers
    • Differences between Variable and Constant Spring Hangers
    • Design and Selection of Spring Hangers
    • Case Study of Spring Hanger Design and Selection Using Caesar II

Module 7: WRC 537/WRC 297 Calculation in Caesar II (Duration: 1 hr)

  • To join the module click here. It will cover the following:
    • What is WRC 537 and WRC 297
    • When to Perform WRC Calculation
    • Steps for WRC Calculation
    • Practical Case Study of WRC Calculation

Module 8: Buried Pipe Stress Analysis (Duration: 1.5 hr)

  • Click here to enroll for this course. It covers
    • Learn how to model buried piping and pipeline systems in Caesar II software
    • Additional Inputs required for buried pipe stress analysis
    • Create load cases based on ASME B31.3/B31.4/B31.8 codes
    • Perform the underground/buried pipe stress analysis
    • Review the results calculated by the software and understand their meanings

Module 9: Pump Piping Stress Analysis Using Caesar II (Duration: 2.5 hrs)

  • To enroll in this course proceed by clicking here. The course briefly covers
    • Learn the basics of pump piping stress analysis.
    • Learn to create load cases for pump piping analysis in Caesar II software.
    • Learn to read data from pump GA to model and analyze using Caesar II.
    • Practical Case Study of a Pump Piping Stress Analysis

Module 10: Static and Dynamic Analysis of Slug Flow in Caesar II (Duration: 1.5 hrs)

  • To learn from this course click here. It covers
    • Basics of Slug Flow Analysis
    • Calculation of Slug Forces
    • Application of Slug Forces
    • Static Analysis of Slug Flow
    • Dynamic Analysis of Slug Flow

Module 11: FRP-GRP-GRE Piping/Pipeline Stress Analysis Using Caesar II (Duration: 1.5 hrs)

  • Proceed here to enroll in this module of the course. It briefly explains
    • Basics of FRP/GRE/GRP Piping
    • Inputs to ask from the vendor for FRP/GRP/GRE Pipe Stress Analysis
    • Modeling and Analyzing GRP/FRP/GRE Piping system in Caesar II
    • Flange Leakage Checking for FRP Piping Systems
    • FRP Pipe Supporting Guidelines

Module 12: Pipeline Stress Analysis using Caesar II (Duration: 1.5 hrs)

  • Click here for enrolling in this module. This module covers
    • Liquid and Gas Pipeline Stress Analysis using ASME B31.4 and ASME B31.8
    • Difference between Piping and Pipeline
    • Differences between ASME B314 and ASME B31.8
    • Use Caesar II software for pipeline stress analysis with a practical case study

Module 13: Dynamic Analysis of Piping Systems in Caesar II Software (Duration: 1.5 hrs)

  • Join this module by clicking here. This module covers
    • Dynamic Analysis Basics
    • Static Analysis vs Dynamic Analysis
    • Types of Dynamic Analysis
    • Modal Analysis Case Study
    • Response Spectrum Analysis Case Study

Module 14: Guide to Reviewing a Pipe Stress Analysis Report (Duration: 1 hr)

  • Click here for joining this module. It covers
    • Learn How to Review a Pipe Stress Analysis Report
    • Requirements of Pipe Stress Analysis Report
    • What to Review in a Pipe Stress Analysis Report
    • Practical Sample Review Process
    • Steps for Reviewing Pipe Stress Analysis Report

Module 15: Flow-Induced Vibration Analysis of Piping System (Duration: 1 hr)

  • Enroll in the FIV analysis module by clicking here. It covers:
    • Common causes of piping vibration and their effects.
    • Definition of Flow-Induced Vibration.
    • Reasons for FIV in a piping system.
    • FIV Study/Analysis Steps Based on Energy Institute Guidelines
    • Mitigation Options of FIV Study Results.

Module 16: Acoustic Induced Vibration Basics for Piping Systems (Duration: 45 Mins)

  • Click here to enroll in this module. This module covers:
    • What is Acoustic-Induced Vibration or AIV?
    • Causes and Effects Of Piping Vibration
    • Acoustic-Induced Vibration Analysis Steps
    • Mitigation of AIV

Module 17: Storage Tank Piping Stress Analysis (Duration: 1 hr)

  • Click here to enroll in this module. Storage tank piping stress analysis module covers the following
    • Differences between a storage tank and a pressure vessel?
    • Types of storage tanks used in oil and gas industries
    • Why is storage tank piping critical?
    • What is Tank settlement?
    • What is Tank bulging?
    • Storage Tank Nozzle Load Qualification
    • Practical case study of storage tank piping analysis

Module 18: Stress Analysis of Tower/Vertical Column Piping System (Duration: 1.5 hrs)

  • To join Module 18, Click here. This module Covers:
    • Application of Vertical Columns/Towers
    • Inputs Required for Column Piping Stress Analysis
    • Creating temperature profiles for Column/Tower Piping systems
    • Modeling of the Equipment
    • Clip/Cleat Support Modeling from Towers
    • Skirt Temperature Calculation
    • Nozzle Load Qualification
    • Practical Case Study

Module 19: Stress Analysis of Heat Exchanger Piping System (Duration: 1.5 hrs)

Module 20: A Roadmap to Pursue a Career in Pipeline Engineering (Duration: 1 hr)

  • Join the course by clicking here. It covers:
    • What is a Pipeline?
    • What is Pipeline Engineering?
    • Types of Pipeline Engineers, Their Roles and Responsibilities
    • Opportunities for Pipeline Engineers
    • Piping vs Pipeline; What are the Differences?
    • Piping or Pipeline- Which Career Option is Better?
    • How to become a Pipeline Engineer

Module 21: Steps for Pipeline Wall Thickness Calculation & Case Study (Duration: 1 hour)

  • Click here to enroll in this module. This module covers:
    • Need for Pipeline Thickness Calculation
    • Pipeline Thickness Calculation Steps for Restrained and Unrestrained Pipelines
    • Example of Pipeline Thickness Calculation for Aboveground Pipelines
    • Buried Pipeline Thickness Calculation Case Study
    • Additional Checks to satisfy pipeline thickness calculations

As mentioned earlier, new modules will be added frequently. So, keep visiting this post. Also, you can request any specific module by mentioning it in the comment section.

Detailed Online Course on Pipe Stress Analysis (25 hours of Content) with Certificate + Free Trial Version of Pipe Stress Analysis Software

This course is created by an experienced pipe stress analysis software developer (15+ years experience), Ph.D. and covers all features of onshore above ground and underground piping and pipeline analysis. This course is based on the PASS/START-PROF software application, though it will be interesting for users of any other pipe stress analysis software tools as it contains a lot of theoretical information.

The course consists of video lectures, quizzes, examples, and handout materials.

Type: an on-demand online course.

Duration: 25 hours.

Course price: 200 USD 30 USD.

Instructor: Alex Matveev, head of PASS/START-PROF Pipe Stress Analysis Software development team. Always available for your questions at Udemy, LinkedIn, Facebook

Alex Matveev

Who should attend

All process, piping, and mechanical engineers specialized in design and piping stress analysis for the specified industries:

  • Oil & Gas (Offshore/Onshore)
  • Chemical & Petrochemical
  • Power (Nuclear/ Non-Nuclear)
  • District Heating/Cooling
  • Water treatment
  • Metal industry

Training software

All trainees are provided with a free 30-day pipe stress analysis software license (PASS/START-PROF). How to get a free license

Certificate

After finishing the course, you will receive Certificates from both the Udemy and from PASS Team.

Detailed Training Agenda: Download the detailed training agenda in PDF.

Brief Summary of the Course

Introduction
Section 1. Working with PASS/START-PROF User Interface339 min
Section 2. Piping Supports138 min
Section 3. Stress Analysis Theory and Results Evaluation237 min
Section 4. Underground Pipe Modeling249 min
Section 5. Static and Rotating Equipment Modeling and Evaluation244 min
Section 6. Expansion Joints, Flexible Hoses, Couplings106 min
Section 7. Non-Metallic Piping Stress Analysis99 min
Section 8. External Interfaces65 min
Brief Course Summary

How to Enroll for the Course

Visit the Pipe Stress Analysis course page on Udemy

Then click Add to Cart or Buy Now and follow the instructions

What you will learn in this Course

  • Pipe stress analysis theory. Load types. Stress types. Bourdon effect. Creep effect in high-temperature piping, creep rupture usage factor (Appendix V B31.3)
  • ASME B31.1, ASME B31.3, ASME B31.4, ASME B31.5, ASME B31.8, ASME B31.9, ASME B31.12 code requirements for pipe stress analysis
  • How to use PASS/START-PROF software for pipe stress analysis
  • How to work with different load cases
  • How to model different types of piping supports, the spring selection
  • What are stress intensification and flexibility factors and how to calculate them using FEA and code requirements
  • How to model trunnion and lateral tees
  • How to model pressure vessels and columns connection: modeling local and global flexibility, WRC 297, WRC 537, FEA
  • How to model storage tank connection (API 650)
  • How to model connection to air-cooled heat exchanger API 661, fired heater API 560, API 530
  • How to model connection to Pump, Compressor, Turbine (API 610, API 617, NEMA SM23)
  • How to model buried pipelines: Submerged Pipelines, Long Radius Bends Modeling of Laying, Lifting, Subsidence, Frost Heaving, Fault Crossing, Landslide
  • Underground pipelines Seismic Wave Propagation, Pipe Buckling, Upheaval Buckling, Modeling of Pipe in Chamber, in Casing with Spacers. Electrical Insulation kit
  • Minimum design metal temperature calculation MDMT calculation, impact test
  • Modeling of Expansion Joints, Flexible Hoses, Couplings
  • Import and export to various software: CAESAR II, AVEVA, REVIT, PCF format, etc.
  • How to do Normal Modes Analysis and how to interpret results
  • ASME B31G Remaining Strength of Corroded Pipeline Calculation

Piping Layout Engineer Interview Questions for Piping Design

Embarking on an interview for a Piping Layout Engineer position is an exciting step in advancing your career in engineering design. This role demands not only a solid foundation in piping design principles but also proficiency with industry-specific software and the ability to solve complex layout challenges. As a Piping Layout Engineer, you’ll be responsible for creating detailed piping layouts that ensure the efficient and safe operation of industrial systems. To succeed in your interview, it’s essential to demonstrate your technical expertise, problem-solving skills, and ability to collaborate effectively with other engineering disciplines.

In this blog post, we’ll explore some of the most common and challenging interview questions for Piping Layout Engineers. By understanding what interviewers are looking for and preparing thoughtful responses, you can showcase your qualifications and readiness for the role. From discussing your experience with design software to handling real-world problems and ensuring compliance with industry standards, this guide will help you navigate the interview process with confidence. Prepare to highlight your skills, share relevant examples, and convey your passion for piping design as you take this next step in your professional journey.

Piping Layout Engineer Interview Questions
Piping Layout Engineer Interview Questions

When interviewing for a position as a Piping Layout Engineer, you’re stepping into a role that requires a deep understanding of both engineering principles and practical design skills. So, here are some of the important questions, every piping design engineer should prepare before attending any interview.

Piping Design Engineer Interview Questions

  1. What is the purpose of piping engineering?
  2. What are the common materials used in piping systems?
  3. What is the basic difference between pipe specifications A106 Gr.A, Gr.B, and Gr.C?
  4. Explain the difference between a pipe and a tube.
  5. From which size onwards is the nominal bore (NB) of a pipe equal to the outer diameter (OD) of the pipe?
  6. What is a piping isometric drawing? What data does a piping isometric drawing contain?
  7. What is a P&ID? What role does a P&ID play in the piping design process?
  8. Describe the function of a pressure relief valve. What should you consider when creating a piping layout for a PRV piping system?
  9. What factors influence the selection of pipe size?
  10. Name the pressure instruments used in chemical industries.
  11. What is a flange?
  12. How can flanges be classified based on face finish?
  13. In a typical tie-in, where should the spectacle blind be inserted?
  14. What is a swage nipple?
  15. What is the significance of the pipe schedule? What are the differences between piping schedule and pipe thickness?
  16. Explain the term “corrosion allowance.”
  17. What are weldolets and when are they used?
  18. What is the purpose of a gasket in a piping system?
  19. What is the most commonly used material for gaskets?
  20. Where are smooth finish flanges and serrated finish flanges used?
  21. What are the different types of pipe fittings?
  22. What are the types of temperature measurement instruments?
  23. What is a valve’s Cv value and why is this important?
  24. Explain the difference between a ball valve and a gate valve.
  25. What are the basic functions of instruments in piping design?
  26. What is NPSH in pump terminology? How does it affect the piping layout?
  27. What is the need for a steam trap in a steam piping system?
  28. Describe the term “water hammer.” What is the impact of water hammer on piping design?
  29. What are the common types of welds used in piping systems?
  30. Explain the importance of stress analysis in piping design.
  31. What is the purpose of a pipe support?
  32. What are the types of pipe supports?
  33. When should a spring hanger support be used?
  34. What is steam tracing and why do we use it?
  35. What is the role of insulation in piping systems?
  36. Describe the function of an expansion joint in piping.
  37. What are the key considerations for underground piping layout?
  38. What is the difference between API and ASME standards?
  39. How do you select a flange for a pipeline?
  40. Explain the term “double block and bleed” in valve terminology.
  41. What would happen if we used concentric reducers in pump suction piping?
  42. What is a spool in piping?
  43. What is a model review and what are its stages?
  44. What are the common causes of pipe vibration?
  45. What is the significance of a hydrostatic test? What is the test pressure?
  46. What is the basic difference between a hydrostatic test and a pneumatic test?
  47. Explain pump cavitation.
  48. Describe the function of a check valve.
  49. Why do we use blind flanges in piping?
  50. What is the purpose of a reducer in piping?
  51. What is the purpose of an eccentric reducer and concentric reducer? Can you give examples where eccentric reducers are used?
  52. What are the typical steps in piping design?
  53. Why do we use tees and crosses in a pipeline?
  54. What are the inferential methods of level measurement?
  55. Explain the importance of proper pipe routing.
  56. What is a blow-down?
  57. Can you draw a column piping from an overhead nozzle with all its supports?
  58. What is a jacketed pipe?
  59. When should you use a piping cap or a blind flange?
  60. What is the role of a piping engineer in a construction project?
  61. How do you design a rack?
  62. Describe the term “pipe rack.” What is the basic rule for placing pipes in a pipe rack?
  63. When all design parameters are the same, whose thermal expansion is higher among the following: a) Carbon steel, b) Stainless steel, c) Duplex steel, d) Cast Iron, e) Galvanized Carbon steel?
  64. How do you decide the number of tiers in a pipe rack?
  65. In what order do you arrange the pipes in a pipe rack and why? How much of the area should be reserved for future expansion? Specify a range.
  66. What is the need for a loop in piping? How do you decide on expansion loops in a piping system?
  67. Explain the significance of flow velocity in piping systems.
  68. What is a piping class specification?
  69. What is the worst consequence of this layout in a steam piping system with a low pocket but no steam trap?
  70. What are the common methods of pipe bending?
  71. What is the need for a drip leg in a steam line?
  72. What is the meaning of the term “slug flow”? How does it impact piping design?
  73. A P&ID illustrates the specification break that occurs between carbon steel and stainless steel (at a flange). What additional arrangements do you need to make for that dissimilar material flange joint?
  74. What is the purpose of a strainer in a piping system? What are the different types of strainers used in piping system design?
  75. What is the need for a high-point vent and low-point drain in a piping system?
  76. Explain the importance of non-destructive testing (NDT) in piping.
  77. How many types of piping specialty items do you know? Why are they called piping specials? Why are they not included in standard piping specifications?
  78. What are the common causes of pipe corrosion?
  79. What is pressure-temperature rating and why is it important?
  80. Describe the term “pipe flexibility analysis.”
  81. Draw a typical steam trap station layout and explain why the existence of a by-pass line around the trap is not a good idea when the condensate is returning to a condensate header.
  82. What is a pipe trench?
  83. What are the difficulties in routing U/G piping with respect to A/G piping?
  84. What are the types of compressor drives?
  85. In a power plant inside a process refinery, where exactly does the ANSI B31.1 and ANSI B31.3 scope break occur?
  86. An air fin cooler (with two air coolers, each having two inlet nozzles) needs a typical piping arrangement. How many types of piping arrangements are possible?
  87. What is a valve trim composed of?
  88. Which American standard is referred to for the selection of the following piping elements: A) Flanges, B) Butt Welded fittings, C) Gaskets, D) Socket & Threaded fittings, E) Valves, F) Pipes?
  89. How can piping flanges be classified based on pipe attachment?
  90. What is the temperature limitation for carbon steel pipe material?
  91. Can we use ASTM A 106-B for a temperature of -35 Deg C? If so at what condition?
  92. How are the pipe fittings classified based on end connections?
  93. Which type of piping materials are used for drinking water, instrument air, etc.?
  94. What are the differences between a long-radius elbow and a short-radius elbow?
  95. Why are welded pipes preferred over seamless pipes?
  96. What are the criteria for taking a branch connection from the main pipe?
  97. How far apart should two pipe welds be kept from one another?
  98. What do you mean by ‘PWHT’? Why is it required?
  99. What is the meaning of pipe support spacing? What is the basic span of supports for 2”/6”/10”/24” pipe?
  100. What is the meaning of a plot plan, and what are the criteria for designing it?
  101. Draw a typical layout of tank piping with its supports.
  102. How is the piping to the tank inlet nozzle supported, and why?
  103. What is the function of providing the anchor, cross guide, and guide for piping?
  104. Can you draw a typical piping layout for shell and tube heat exchanger piping? Where do you provide anchors and slotted support for heat exchangers?
  105. When do you use clamped-pipe shoes? How do you decide the length of a pipe shoe support?
  106. What are the stages involved in Plant design?
  107. What care shall be taken while doing the layout for the end suction-top discharge horizontal-type centrifugal pump piping?
  108. What care shall be taken while routing piping for instruments?
  109. What is the meaning of equipment layout?
  110. Draw a piping routing for a top suction and top discharge pump.
  111. How do you calculate the width of a pipe rack?
  112. How do you interact with other departments? With which disciplines do you have an interface??
  113. What is a line routing diagram?
  114. What care shall be taken while doing the layout for pump piping?
  115. Draw a pump suction piping arrangement from a storage tank outlet with proper support.
  116. What is an adjustable type of support, and why are those important?
  117. Can you calculate the Man-Hour required for piping design work? What is your basis for calculation?
  118. What are the software you have used for piping design purposes?
  119. Which software is best for piping design: E3D or SP3D and why?
  120. Can you draw a piping arrangement for a steam turbine piping?
  121. What are the considerations for pipe routing from a reciprocating compressor?

What are the Differences Between a Pump and a Compressor? Pumps vs Compressors

Pumps and Compressors are widely used hydraulic machines in chemical, oil & gas, refinery, and petrochemical industries. Both of them even find applications in domestic usage. Both Pumps and Compressors are machines that increase the pressure from the inlet side to the discharge side. Because of this, sometimes the terms “pump” and “compressor” are used interchangeably. However, there are some distinct differences between a pump and a compressor.

By definition, a pump is a mechanical device used to move liquids (or sometimes slurries) from one place to another. It works by adding energy to the fluid, causing it to flow. On the other hand, a compressor is a mechanical device that increases the pressure of a gas by reducing its volume. Unlike pumps, compressors are used exclusively for gases. In this article, we will discuss some major differences between a Pump and a Compressor.

Pump vs Compressor
Pump vs Compressor

1. Pump vs Compressor: Flowing Media

Pumps are best suited for incompressible fluids like water, oil, liquids, etc. However, they can operate on gases, or mixed fluid mediums as well. But, compressors operate only for compressible mediums like air, gas, vapor, etc. Compressors reduce the volume of the gas whereas in pumps as it mostly moves incompressible fluid the volume remains unchanged.

2. Pump vs Compressor: Working Principle

A pump forces fluid from one place to another by increasing its pressure. The mechanical energy from the pump engine is transferred kinetic energy to the flowing fluid which subsequently increases the pressure energy. Pumps operate on the principle of displacement. On the other hand, a compressor reduces the volume of gases while increasing the pressure, and the mechanical energy is stored in the gas as potential energy.

The main objective of a pump is fluid transfer whereas the main objective of a compressor is fluid compression. The increase in pressure makes the gas more usable for specific applications. Pumps mostly work for liquids there is no density and volume change. But for compressors density increases and volume decreases.

3. Pumps vs Compressors: Storage

Pumps do not have any storage facilities. It only takes the fluid from the suction pipe and discharges it into the outlet pipe. Compressors normally have storage facilities attached to them. So, it can store compressed gases and deliver them when required.

4. Compressors vs Pump: Cost

Pumps are economical whereas Compressors are costlier than pumps.

5. Pump vs Compressor: Cavitation

Cavitation is a characteristic of pumps and can cause pump failure. Compressors do not exhibit a cavitation phenomenon.

6. Pump vs Compressor: Complexity of Design Structure

Industrial Pumps are relatively simple in design as compared to the Industrial Compressors. In most cases, Industrial Compressors consume more workspace and are considered more critical as compared to pumps. Compressors have a more vibrating tendency as compared to pumps.

7. Pumps vs Compressors: Temperature Change

During the compression of air or gas in a compressor, heat is generated and the temperature of the flowing media increases as compared to the inlet temperature. But in pumps, such changes are not significant.

8. Compressors vs Pumps: Primary Operating Parameters

A pump is defined by the following basic operating parameters: Flow rate, Head, Specific speed, Efficiency, and Output power. On the other hand, a compressor is defined by Operating Pressure, Flow rate, Compressor power, and Efficiency.

9. Compressors vs Pumps: Primary Components

A pump consists of its casing, impeller, volute, motor, and shaft. Whereas, a compressor typically has a motor, storage tank, valves, drains, and intake filters.

10. Efficiency of Compressors vs Pumps

Pumps generally have high efficiency when moving liquids due to the lower compressibility of liquids.
At the same time, Compressors tend to be less efficient than pumps because gases are compressible, requiring more energy to achieve the desired pressure increase.

11. Pumps vs Compressors: Applications

Domestic Pumps are found in washing machines, cars, ships, airplanes, etc. Industrial pumps are found in every chemical, water, and power industry. They are also used as irrigation pumps, mining pumps, etc. Compressors are often found in the refrigeration and air conditioning industries, processing industries, breweries, refineries, technical gas plants (O2, N2 bottles); in pneumatic tools and automatics: shipbuilding, construction, vehicles, etc.

12. Maintenance Requirements for Pumps and Compressors

Pumps generally require maintenance to prevent issues like cavitation, seal failure, and bearing wear. Compressors, on the other hand, require regular maintenance to avoid problems like oil carryover, overheating, and wear of moving parts.

The above Differences Between a Pump and a Compressor are summarized as follows:

AspectPumpCompressor
DefinitionMoves liquids by adding energy to themIncreases the pressure of gases by reducing their volume
Working PrincipleOperates on displacement to move fluidOperates by reducing gas volume to increase pressure
TypesCentrifugal, Positive DisplacementReciprocating, Rotary Screw, Centrifugal
MediumIncompressible fluids (liquids)Compressible fluids (gases)
Energy TransferDirect energy transfer to liquidEnergy transfer by compressing gas
ApplicationsWater supply, irrigation, oil pipelinesRefrigeration, pneumatic tools, gas transmission
EfficiencyGenerally high for liquidsGenerally lower due to gas compressibility
ControlValves, throttling, variable speed drivesIntake valve adjustment, speed change, bypass control
Design ConsiderationsViscosity, flow rate, pressure headGas properties, pressure ratio, temperature rise
MaintenancePreventing cavitation, seal, and bearing wearAvoiding oil carryover, overheating, and part wear
Table 1: Pumps vs Compressors

What are Choked Flow, Cavitation, and Flashing in Control Valves?

Control valves are critical components in many industrial systems. They regulate the flow of fluids and gases to ensure optimal performance and safety. However, their operation and performance can be affected by several phenomena. Choked flow, cavitation, and flashing are certain similar phenomena that impact the control valve design and operation. Understanding these phenomena is crucial for the effective design, operation, and maintenance of control valves. In this article, we will discuss these three issues, explaining their causes, effects, and potential solutions.

What is Choked Flow?

To Understand choked flow, it’s essential to learn the concept of pressure drop “differential pressure.” in a control valve.

The pressure drop is the driving force behind the flow within the valve. A pressure drop across the valve indicates that the fluid is moving from upstream to downstream. There would be no flow through the valve if there were no pressure difference between the upstream and downstream, or if the pressures were equal.

Every valve with flowing media experiences a pressure drop, generating the flow. Whether the pressure drop increases or decreases the flow rate depends on whether the drop becomes higher or lower.

Here’s the general rule of fluid flow through a valve:

  • Higher differential pressure = more flow.
  • Lower differential pressure = less flow.
  • If the pressure drop gets higher, there will be more flow across a valve (to some point). 
  • If the pressure drop gets lower, there will be less flow across a valve.

However, this increased flow due to increased pressure drop cannot continue indefinitely. At a certain point, you will encounter what is known as choked flow. There comes a point where, if you continue to increase the pressure drop by lowering the downstream pressure, the flow rate will no longer increase. The fluid will reach its maximum velocity at the vena contracta (the point in the valve where the diameter of the flow is at its smallest, and fluid velocity is at its maximum), and beyond that point, it will enter a state known as “choked flow.”

Vena Contracta and Fluid Flow
Fig. 1: Vena Contracta and Fluid Flow

The greater the pressure drop, the more flow you can achieve through a given orifice size. If you want to increase the volume using the same valve and equipment while experiencing choked flow, it won’t be possible.

To resolve choked flow in your valve, you need to reduce the pressure differential. If you’re concerned about insufficient flow through the valve while it’s in choked flow, consider either increasing the valve trim size or boosting the upstream pressure.

It’s crucial to note that once you’re experiencing choked flow, lowering the downstream pressure to increase the pressure differential won’t help in boosting the flow rate.

Increasing the upstream pressure, however, adds more energy to push the fluid or gas through the valve, which can raise the flow rate by enhancing the pressure drop.

In summary, during choked flow, you can push more fluid or gas through the valve, but you can’t pull more through.

What is Cavitation in Control Valves?

Cavitation refers to the creation and subsequent collapse of air or gas bubbles within a liquid. These bubbles form when the liquid experiences a sudden drop in pressure, causing it to fall below its vapor pressure. The bubbles then collapse as the pressure returns to normal.  This entire process can occur in a very brief period, shortly after the vena contracta.

Cavitation Phenomena in Control Valves
Fig. 2: Cavitation Phenomena in Control Valves

To prevent cavitation in your valves, consider the following three steps:

  1. Reduce the pressure drop across the valve.
  2. Position the valve in a cooler section of the process to lower the vapor pressure.
  3. Ensure the valve is correctly sized, as cavitation frequently occurs when a valve is oversized.

Cavitation is common with high-pressure drops and high velocities. If you’re dealing with a high-pressure drop, be aware that flashing may also be an issue.

What is Flashing in Control Valves?

Cavitation is more often observed in liquids, whereas flashing occurs more frequently in gas production. Flashing takes place when the pressure on liquid hydrocarbons is lowered enough for them to flash into vapor. For instance, if you rapidly reduce the pressure of your oil emulsion from 600 PSI to 100 PSI, it can cause the oil condensate to vaporize. This means the valuable oil in your production could be lost permanently.

Flashing in Control Valves
Fig. 3: Flashing in Control Valves

Super Duplex Stainless Steel: A Comprehensive Guide for Oil and Gas Applications

Super Duplex Stainless Steel (SDSS) has become increasingly popular in industries such as oil and gas, chemical processing, and marine applications due to its exceptional properties. The duplex steel that was created to fight against corrosion, has improved to make SDSS. In this article, we will find the unique characteristics, applications, and benefits of SDSS, focusing on its role in the oil and gas industry.

What is Super Duplex Stainless Steel?

Super Duplex Stainless Steel is a type of stainless steel that combines the desirable qualities of both austenitic and ferritic stainless steel. It contains a mixed microstructure of approximately 50% ferrite and 50% austenite, giving it superior strength and corrosion resistance compared to standard duplex stainless steel. The term “super” refers to its enhanced pitting resistance performance, particularly in highly corrosive environments or extreme stress. The term “Super-Duplex” was initially introduced in the 1980s to denote highly alloyed, high-performance Duplex steel with a pitting resistance equivalent of 38 to 45.

Super-duplex stainless steel is a subset of Duplex stainless steels, which are categorized based on their corrosion resistance and alloy content. Modern Duplex stainless steels are typically classified into four main groups:

  • Lean Duplex: Includes grades like 2304, which do not have deliberate additions of molybdenum (Mo).
  • Standard Duplex: Such as 2205, which is the most widely used, accounting for over 80% of Duplex applications.
  • 25 Cr Duplex: Includes alloys like Alloy 255 and DP-3, which contain 25% chromium.
  • Super-Duplex: Characterized by higher chromium content (25-26%), along with increased molybdenum and nitrogen compared to 25 Cr grades. Notable Super-Duplex grades include 2507, Zeron 100, UR 52N+, and DP-3W.

Chemical Composition

The chemical composition of SDSS is carefully balanced to optimize its mechanical and corrosion-resistant properties. The typical composition includes:

  • Chromium (Cr): 24-28%
  • Nickel (Ni): 6-8%
  • Molybdenum (Mo): 3-4%
  • Nitrogen (N): 0.24-0.32%
  • Carbon (C): Less than 0.03%
  • Other elements: Iron (Fe), Manganese (Mn), Silicon (Si), and minor amounts of elements like Copper (Cu).

The high chromium, molybdenum, and nitrogen content provides excellent resistance to pitting, crevice corrosion, and stress corrosion cracking (SCC), which are critical in harsh environments. The following table provides the chemical compositions of a list of the duplex stainless steels covered in ASTM specifications for plate, sheet, and bar products.

UNS Number Duplex GradesTypeCarbonManganesePhosphorusSulfurSiliconChromiumNickelMolybdenumNitrogenCopperOther
S312000.0302.000.0450.0301.0024.0-26.05.5-6.51.20-2.000.14-0.20
S312600.031.000.0300.0300.7524.0-26.05.5-7.52.5-3.50.10-0.200.20-0.80W 0.10-0.20
S318030.0302.000.0300.0201.0021.0-23.04.5-6.52.5-3.50.08-0.20 
S320010.0304.0-6.00.0400.0301.0022.0-23.01.00-3.000.600.05-0.171.00 
S3220522050.0302.000.0300.0201.0019.5-21.54.5-6.53.0-3.50.14-0.20 
S3230423040.0302.500.0400.0301.0021.5-24.53.0-5.50.05-0.600.05-0.200.05-0.60 
S325200.0301.500.0350.0200.8024.0-26.05.5-8.03.0-4.00.20-0.350.50-2.00 
S325502550.041.500.0400.0301.0024.0-27.04.5-6.52.9-3.90.10-0.251.5-2.5 
S3275025070.0301.200.0350.0200.8024.0-26.06.0-8.03.0-5.00.24-0.320.50 
S327600.0301.000.0300.0101.0024.0-26.06.0-8.03.0-4.00.20-0.300.50-1.00W 0.50-1.00; Cr+3.3Mo+16N
=40 min.
S329003290.061.000.0400.0300.7523.0-28.02.5-5.01.0-2.0 
S329500.032.000.035        
Table 1: Chemical Compositions of DSS and SDSS Materials

Properties of Super Duplex Stainless Steel

Corrosion Resistance:

SDSS offers superior resistance to uniform corrosion, particularly in chloride-containing environments. This makes it ideal for offshore platforms, subsea pipelines, and other marine applications.
Its high resistance to pitting and crevice corrosion is particularly valuable in the oil and gas industry, where exposure to seawater and aggressive chemicals is common.

Mechanical Strength:

SDSS boasts twice the yield strength of standard austenitic stainless steels like 304 and 316. This allows for the design of thinner-walled components, reducing weight and material costs.
Its high tensile strength also makes it suitable for high-pressure applications, ensuring structural integrity under extreme conditions.

Stress Corrosion Cracking Resistance:

SDSS is highly resistant to stress corrosion cracking (SCC), a common failure mode in stainless steel exposed to tensile stress and corrosive environments. This resistance is crucial for long-term reliability in oil and gas operations.

Weldability:

While SDSS is more challenging to weld than austenitic stainless steels, it can still be welded using appropriate procedures. The key is to maintain a balanced microstructure and avoid excessive heat input, which could lead to the formation of brittle phases.

Applications in the Oil and Gas Industry

The oil and gas industry demands materials that can withstand extreme conditions, including high pressures, temperatures, and corrosive environments. SDSS is particularly well-suited for several applications in this industry:

Offshore and Subsea Pipelines:

SDSS is commonly used in offshore and subsea pipelines due to its excellent resistance to seawater corrosion and high mechanical strength. It ensures the integrity of pipelines transporting oil and gas from offshore platforms to onshore facilities.

Uses of DSS & SDSS Materials in the Oil and Gas Industries
Certain Uses of DSS & SDSS Materials in the Oil and Gas Industries

Heat Exchangers:

In oil refineries and petrochemical plants, heat exchangers are exposed to high temperatures and aggressive chemicals. SDSS provides the necessary corrosion resistance and mechanical strength to ensure long-term performance.

Pressure Vessels:

Pressure vessels used in the oil and gas industry must withstand high pressures and corrosive fluids. SDSS’s high yield strength and resistance to SCC make it an ideal material for these critical components.

Valves and Pumps:

SDSS is often used in the manufacture of valves and pumps that operate in corrosive environments. Its durability and resistance to corrosion ensure reliable operation and reduced maintenance costs.

Desalination Plants:

SDSS is also employed in desalination plants, where seawater is processed to produce fresh water. The material’s resistance to pitting and crevice corrosion ensures long-lasting performance in these highly corrosive conditions.

Other applications of Super Duplex Stainless Steel (SDSS) include:

  • Tubes and pipes used in the production and transportation of gas and oil.
  • Mechanical and structural components requiring enhanced strength and durability.
  • Flue Gas Desulfurization (FGD) systems in the power industry.
  • Pipes in process industries that handle chloride-containing solutions.
  • Utility and industrial systems, including rotors, fans, shafts, and press rolls, where its high corrosion fatigue strength is advantageous.
  • Cargo tanks, vessels, piping, and welding consumables for chemical tankers.
  • High-strength, corrosion-resistant wiring for demanding applications.

Challenges of SDSS

While SDSS offers numerous advantages, there are some challenges and considerations to keep in mind:

Cost:

The cost of SDSS is higher than standard stainless steels due to its alloying elements and complex manufacturing process. However, the material’s long-term performance and reduced maintenance costs often justify the initial investment.

Weldability:

As mentioned earlier, welding SDSS requires careful control of heat input and post-weld heat treatment to avoid the formation of brittle phases. Proper welding techniques and qualified welders are essential to ensure the integrity of welded joints.

Availability:

SDSS may not be as readily available as standard stainless steel, which could lead to longer lead times for projects. It’s essential to plan accordingly and work with reliable suppliers.

In the end, Super Duplex Stainless Steel is a high-performance material that offers exceptional strength and corrosion resistance, making it ideal for demanding applications in the oil and gas industry. Its unique combination of properties allows for the design of lighter, more durable components that can withstand the harsh conditions typical of offshore platforms, pipelines, and refineries.

Despite its higher cost and welding challenges, SDSS’s long-term benefits, including reduced maintenance and enhanced reliability, make it a valuable investment for critical oil and gas infrastructure. As the industry continues to push the boundaries of exploration and production, materials like Super Duplex Stainless Steel will play a crucial role in ensuring safety, efficiency, and sustainability.

FAQ on Super Duplex Stainless Steel

1. Is Super Duplex Stainless Steel better than SS316?

Super Duplex Stainless Steel (SDSS) generally offers superior performance compared to SS316 in terms of strength and corrosion resistance. SDSS has higher yield strength, which allows for the design of thinner and lighter components, and better resistance to pitting, crevice corrosion, and stress corrosion cracking. However, SS316 may be preferred in less demanding environments due to its lower cost and easier machinability.

2. Is 2205 Duplex or Super Duplex?

Grade 2205 is classified as a Duplex stainless steel, not a Super Duplex. It is a common and versatile grade with a balanced microstructure of austenite and ferrite, but it does not possess the enhanced properties of Super Duplex grades.

3. Is S32750 a Duplex or a Super Duplex?

S32750 is a Super Duplex Stainless Steel grade. It is known for its high chromium, molybdenum, and nitrogen content, which provides superior corrosion resistance and strength compared to standard Duplex grades.

4. What is the ASTM grade for Super Duplex Stainless Steel?

The ASTM grade commonly associated with Super Duplex Stainless Steel is ASTM A890. This standard covers various Super Duplex grades, including ASTM A890 Gr. 1A (UNS S32750) and ASTM A890 Gr. 1B (UNS S32760).

5. What is Super Duplex Stainless Steel density?

The density of Super Duplex Stainless Steel typically ranges between 7.8 and 8.0 grams per cubic centimeter (g/cm³). The exact density can vary slightly depending on the specific alloy and heat treatment.

6. What is the Super Duplex Stainless Steel price per kg?

The price of Super Duplex Stainless Steel can vary based on market conditions, supplier, and specific grade. As of recent estimates, the price typically ranges from $6 to $15 per kilogram. For the most accurate pricing, it is recommended to contact suppliers directly or check current market rates.

7. What are Super Duplex Stainless Steel casting grades?

Super Duplex Stainless Steel casting grades include:

  • ASTM A890 Gr. 1A (UNS S32750)
  • ASTM A890 Gr. 1B (UNS S32760)

These grades are designed to provide superior mechanical properties and corrosion resistance in cast forms.

8. What are the Super Duplex Stainless Steel pipe fittings?

Super Duplex Stainless Steel pipe fittings are components designed to connect, control, or regulate the flow of fluids in pipelines. Common fittings include:

  • Elbows: Used to change the direction of the pipe.
  • Tees: Used to split or combine flow in a pipeline.
  • Reducers: Used to connect pipes of different diameters.
  • Flanges: Used for connecting pipes, valves, and other equipment.
  • Caps: Used to close the end of a pipe.
  • Couplings: Used to join two pieces of pipe together.

These SDSS pipe fittings are available in various sizes and configurations to match the requirements of different piping systems.

What Causes Stresses in A Piping and Pipeline System?

Piping and Pipeline Engineers often talk about pipe stress analysis or pipeline stress analysis which is a dedicated activity performed by stress engineers using some kind of software like Caesar II, Start-Prof, Autopipe, or Rohr-2. But to judge any piping or pipeline system, it is always good to know what is causing that stress in the piping or pipeline system. In this article, we will explain the answer to one of the most basic questions of pipe stress analysis; i.e., What causes the stresses in the pipe?

Classification of Stresses in Piping and Pipeline Systems

Let’s start the discussion by classifying the types of stresses in a piping system. In general, the Stresses generated in piping and pipeline systems can be broadly classified into three categories:

Primary Stresses:

These are stresses that result from external loads, such as internal pressure, dead weight, and external forces. They are generally steady and must be within the allowable limits to prevent failure.

Secondary Stresses:

These arise from displacement-controlled loads, such as thermal expansion or contraction. Secondary stresses are often self-limiting but can cause fatigue over time if not properly managed.

Peak Stresses:

These are localized stresses that occur at points of discontinuity, such as welds, fittings, and supports. Peak stresses are typically higher than the general stress in the system and can lead to crack initiation if not adequately addressed.

What Causes Primary Stresses in a Piping System?

1. Internal Pressure

One of the most significant contributors to stress in a piping system is the internal pressure of the fluid being transported. Internal pressure generates circumferential stress (also known as hoop stress) and longitudinal stress within the pipe wall.

Hoop Stress

This stress acts around the circumference of the pipe and is the result of the internal pressure acting outwards. It is the dominant stress in thin-walled pipes and is given by the formula: 𝜎h=(PD/2T).

Here,

  • 𝜎h is the hoop stress
  • P is the internal pressure
  • D is the outside diameter of the pipe
  • T is the wall thickness of the pipe

Longitudinal Stress

This stress acts along the length of the pipe and is generally lower than the hoop stress. It can be calculated using the formula: 𝜎𝑙=PD/4T.

From the above, it is clear that

  • 𝜎h=2* 𝜎𝑙 which means hoop stress is more significant than longitudinal stress in the piping and pipeline system. In most piping or pipeline design codes, this hoop stress equation is used as the base equation for pipe thickness calculation.
  • Both hoop stress and longitudinal stress are proportional to the internal pressure, which means the generated stresses increase with an increase in pressure.
  • The stress in the piping or pipeline system increases with a decrease in pipe wall thickness (T) which means the stress and thickness are inversely proportional.
  • Also, with an increase in diameter, the generated stresses also increase.

2. External Loads-Weight

The weight load constitutes of the following loads:

  • Self Weight of the Pipe: The weight because of the material’s mass.
  • Liquid Weight: The weight of the amount of liquids that the pipe carries.
  • Insulation Weight: The weight of the insulation material, if any
  • Rigid Body Weights: Weight of Flanges, Valves, or any other rigid bodies.
  • Weight of external attachments.
  • Weight of Snow and Ice.

These loads induce bending stresses and axial stresses in the pipe.

Bending Stresses:

These occur due to the pipe’s weight and any external forces acting on it. The magnitude of the bending stress depends on the pipe’s span length, support conditions, and the distribution of the external loads.

Axial Stresses:

Axial stresses are caused by the pipe’s weight and any external forces acting along its length. They are also influenced by the pipe’s restraint conditions, such as whether it is fixed, anchored, or free to expand and contract.

3. Pressure Transients (Water Hammer)

Pressure transients, often referred to as water hammer or pressure surge, occur when there is a sudden change in the flow rate of the fluid within the pipeline. This can happen due to the rapid closing or opening of valves, pump starts or stops, or sudden changes in demand. The water hammer generates a pressure wave that travels through the pipeline, causing high transient stresses. These types of stresses are known as occasional stresses as they usually occur for very short period of time with respect to the design life of the piping or pipeline system.

Impact of Water Hammer:

The rapid pressure changes can induce severe axial and hoop stresses, which can lead to pipeline rupture, joint failure, or support damage. It is essential to design systems with surge protection devices, such as pressure relief valves and surge tanks, to mitigate the effects of water hammering.

4. Other Occasional Forces

There are various other occasional forces that also contributes to the initiation of pie stress. Some of the notable occasional forces are:

  • Wind Forces
  • Wave forces
  • Accidental forces
  • Reaction forces of sudden PSV/PRV discharge
  • Vibration generated due to
    • High Flow velocities.
    • Acoustic behavior (predominantly in gas systems)
    • Equipment induced vibration
    • Any other external events like vortex shedding, pulsating flow, two-phase flow, etc.

What Causes Secondary Stresses in a Piping or Pipeline System?

1. Thermal Expansion and Contraction

Piping systems are often subjected to temperature variations due to the nature of the fluids they transport or changes in ambient conditions. Thermal expansion and contraction cause the pipe material to expand or contract, leading to secondary stresses.

Thermal Stress:

A change in temperature causes a pipe to expand or contract. This movement can not be contained. This expansion needs to be absorbed. If the pipe can move freely without any restriction, there will not be any stress. However, because of the closed nature of the piping system, free thermal movement without restriction is not allowed. If the pipe deforms with little restriction, a little thermal stress is generated. However, if the pipe is over-constrained, the pipe and supports will experience increased load and stress.

The stress induced by thermal expansion or contraction can be calculated using the formula: σt=E⋅α⋅ΔT

Where,

  • σt is the thermal stress
  • E is the modulus of elasticity of the pipe material
  • α is the coefficient of thermal expansion of the pipe material𝑇
  • ΔT is the temperature change

Thermal stresses are displacement-controlled and can cause significant movement in the piping system, leading to fatigue, stress concentration, and even failure if not adequately accommodated.

2. Thermal Gradient

A thermal gradient occurs when there is a temperature difference across the pipe wall or along the length of the pipe. This can happen in systems where hot and cold fluids are transported simultaneously, or where there are significant temperature differences between different sections of the pipeline.

Thermal Gradient Stresses:

The differential expansion caused by a thermal gradient can induce bending and axial stresses in the pipe. These stresses are particularly problematic in systems with rigid supports or where the pipe material has a low tolerance for thermal stress.

3. Pipeline Settlement and Ground Movement

In buried pipelines, ground movement due to settlement, earthquakes, or landslides can induce secondary stresses. These stresses arise from the differential movement of the pipeline relative to the surrounding soil or rock.

Settlement-Induced Stresses:

Differential settlement can cause bending and axial stresses in the pipeline. These stresses are particularly critical in long pipelines and can lead to buckling or rupture if not properly accounted for.

Seismic-Induced Stresses:

Earthquakes can generate significant ground movement, leading to high bending and axial stresses in pipelines. These stresses are often concentrated at points of restraint, such as bends, tees, and connections to rigid structures.

What Causes Peak Stresses in Pipe?

1. Discontinuities and Stress Concentrations

Peak stresses occur at points of discontinuity in the piping system, such as welds, fittings, flanges, and supports. These discontinuities create stress concentrations that are higher than the general stress in the pipe.

Welded Joints:

Welded joints are common sources of peak stresses due to the mismatch in material properties, geometry, and residual stresses from the welding process. Weld defects, such as cracks, porosity, or lack of fusion, can further exacerbate these stresses and lead to failure.

Fittings:

Fittings create geometric discontinuities that cause stress concentrations. For example, a sudden change in pipe diameter at a reducer fitting can induce peak stresses that are higher than the nominal stress in the pipe.

Supports and Restraints:

Pipe supports and restraints, such as clamps, hangers, and anchors, can create localized stress concentrations. The interaction between the pipe and the support can lead to high contact stresses, which can cause wear, fatigue, and eventually failure.

2. Corrosion and Erosion

Corrosion and erosion are common in piping systems that transport corrosive or abrasive fluids. These processes lead to material loss, which can create localized weak points and stress concentrations.

Corrosion-Induced Stresses:

Corrosion can cause thinning of the pipe wall, leading to a reduction in the pipe’s load-carrying capacity. Localized corrosion, such as pitting, can create stress concentrations that are much higher than the nominal stress in the pipe.

Erosion-Induced Stresses:

Erosion, particularly in high-velocity or turbulent flow conditions, can lead to material loss and the formation of localized pits or grooves. These defects act as stress concentrators, increasing the likelihood of crack initiation and propagation.

3. Fatigue

Fatigue is the progressive and localized structural damage that occurs when a material is subjected to cyclic loading. In piping systems, fatigue can be caused by fluctuating pressure, temperature cycles, and vibration.

Cyclic Loading:

Repeated cycles of loading and unloading, such as pressure fluctuations or thermal cycles, can cause fatigue in the pipe material. The fatigue life of the pipe depends on the magnitude and frequency of the cyclic loads, as well as the presence of stress concentrations.

Vibration-Induced Fatigue:

Vibration, particularly in systems with rotating equipment or turbulent flow, can induce cyclic stresses that lead to fatigue. Vibration-induced fatigue is often concentrated at points of discontinuity, such as welds, fittings, and supports.

Methods for Mitigating Stresses in Piping and Pipeline Systems

Mitigating the stresses in piping and pipeline systems is essential for ensuring their longevity, reliability, and safety. There are several methods and best practices that can be employed to reduce the impact of these stresses:

A. Proper Design and Material Selection

Design Codes and Standards:

Adhering to industry codes and standards, such as ASME B31.3 for process piping or API 1104 for pipeline welding, ensures that the piping system is designed to withstand the expected loads and stresses.

Material Selection:

Choosing the right material for the pipe, considering factors such as strength, toughness, corrosion resistance, and thermal properties, is crucial for minimizing stress-related issues. For example, selecting a material with a high thermal expansion coefficient can help reduce thermal stress in high-temperature applications.

Wall Thickness:

Increasing the wall thickness of the pipe can reduce the hoop stress induced by internal pressure. However, this must be balanced with the need to keep the system economical and manageable in terms of weight and installation.

B. Stress Analysis and Simulation

Finite Element Analysis (FEA):

FEA is a powerful tool for analyzing the stresses in complex piping systems. It allows engineers to simulate various loading conditions, including thermal expansion, pressure transients, and external loads, to identify areas of high stress concentration and potential failure points.

Piping Flexibility Analysis:

Flexibility analysis helps ensure that the piping system can accommodate thermal expansion and contraction without excessive stress. This involves calculating the pipe’s flexibility, considering factors such as support locations, pipe routing, and material properties.

C. Stress Mitigation Techniques

Expansion Loops and Joints:

Incorporating expansion loops or joints into the piping design can help absorb thermal expansion and reduce stress. These components provide the necessary flexibility to accommodate thermal movement without inducing excessive stress on the pipe or its supports.

Proper Support Design:

Properly designed and placed supports are critical for minimizing stresses in piping systems. Supports should be positioned to prevent excessive sagging, bending, and axial movement. Additionally, using spring supports or hangers can help accommodate thermal expansion and contraction.

Surge Protection:

Installing surge protection devices, such as pressure relief valves or surge tanks, can help mitigate the effects of pressure transients (water hammer). These devices absorb the energy of pressure waves, reducing the stress on the piping system.

D. Regular Inspection and Maintenance

Non-Destructive Testing (NDT):

Regular NDT, such as ultrasonic testing, radiographic testing, and magnetic particle testing, can help identify areas of stress concentration, corrosion, or fatigue before they lead to failure.

Corrosion Protection:

Applying protective coatings, using corrosion inhibitors, and implementing cathodic protection systems can help mitigate corrosion-induced stresses, extending the life of the piping system.

Fatigue Monitoring:

Implementing fatigue monitoring techniques, such as vibration analysis and thermal cycle monitoring, can help detect early signs of fatigue and allow for timely maintenance or replacement of affected components.

On a broader view, the following can be introduced to reduced stresses generated in a piping system:

  • To reduce pressure stresses, increase the pipe thickness, if economically feasible.
  • To reduce weight stress, add more support by reducing the support span.
  • To reduce expansion stresses, add more flexibility to the system.
  • To reduce occasional stresses, add more guides and axial stops in the piping system
  • To reduce vibrational stresses, increase the system rigidity by adding supports.

Online Courses on Pipe Stress Analysis

If you are looking for an online course to learn pipe stress analysis then visit the following:
Complete Pipe Stress Analysis using Caesar II Online Course

Differences Between Piping Wall Thickness and Pipeline Wall Thickness

While “piping” and “pipeline” may sound similar, they refer to different applications and contexts within the broader field of fluid transportation. This distinction affects how wall thickness is considered for each. Here’s a breakdown of the differences between piping wall thickness and pipeline wall thickness:

1. Context and Application

  • Piping Wall Thickness:
    • Context: Piping typically refers to systems used within facilities such as refineries, chemical plants, power plants, and other industrial settings. These systems transport fluids and gases over short distances within a controlled environment.
    • Application: Piping systems are used for processes, utilities, and distribution within a plant. They often involve complex networks with numerous fittings, valves, and pressure vessels.
  • Pipeline Wall Thickness:
    • Context: Pipelines refer to long-distance transportation systems, often spanning hundreds or thousands of kilometers, and are used to transport oil, gas, water, or other fluids between different locations, such as from a production site to a refinery or from a water treatment plant to a city.
    • Application: Pipelines are used for transporting fluids across large geographical areas, typically underground or underwater, with minimal intervention between the start and endpoints.

2. Design Standards and Codes

  • Piping Wall Thickness:
    • Design Codes: Piping wall thickness is usually governed by standards such as ASME B31.3 (Process Piping), ASME B31.1 (Power Piping), or API 570 (Piping Inspection Code). These standards provide guidelines for calculating wall thickness based on internal pressure, material, temperature, and other factors.
    • Thickness Consideration: In piping systems, wall thickness is often designed to handle higher pressure differentials, due to the more complex internal flow paths, higher temperatures, and diverse fluid properties.
  • Pipeline Wall Thickness:
    • Design Codes: Pipeline wall thickness is generally governed by standards such as ASME B31.4 (Pipeline Transportation Systems for Liquid Hydrocarbons and Other Liquids), ASME B31.8 (Gas Transmission and Distribution Piping Systems), or API 5L (Specification for Line Pipe).
    • Thickness Consideration: For pipelines, wall thickness is more influenced by external factors such as ground conditions, potential mechanical impacts (e.g., from excavation equipment), human occupancy, and long-term environmental exposure. The design must ensure the pipeline can withstand the pressure over long distances with minimal maintenance.

3. Piping and Pipeline Wall Thickness Calculation Equation

The pipe wall thickness calculation for piping and pipeline systems is provided in Fig. 1 below:

Piping vs Pipeline Thickness Calculation Equation
Fig. 1: Piping vs Pipeline Thickness Calculation Equation

To learn more about piping wall thickness calculation visit Pipe Thickness Calculation as per ASME B31.3 | Pipe Thickness Calculator and Pipe Thickness Calculation of Straight Pipe under External Pressure/ Vacuum Pressure Condition. However to know the steps for pipeline wall thickness calculation visit Steel Pipeline Wall Thickness Calculation With Example and Steps for Pipeline Wall Thickness Calculation with Case Study.

4. Pressure Considerations

  • Piping Wall Thickness:
    • Pressure Levels: Piping systems within facilities typically handle a wide range of pressures, including very high pressures, depending on the process requirements. Therefore, the wall thickness is often calculated with higher precision to manage these variable pressures.
    • Pressure Drop: Piping systems experience more frequent pressure drops due to the complexity of the network, with numerous bends, valves, and fittings. This variability in pressure requires careful consideration of wall thickness.
  • Pipeline Wall Thickness:
    • Pressure Levels: Pipelines generally operate under a more consistent pressure, which is determined by the distance and the elevation changes along the pipeline route. The wall thickness is designed to manage the steady state pressure over long distances, ensuring durability and integrity.
    • Pressure Drop: Pressure drop in pipelines is usually managed over long distances using booster stations. The wall thickness is selected to handle the maximum pressure expected in the system, considering factors like terrain elevation and flow rate.

5. Piping and Pipeline Thickness Values

Piping thicknesses after calculating the minimum required thickness are always selected from ASME B36.10 or ASME B36.19. So, all pipe thicknesses in the piping industry are mostly standard thicknesses (Also known as pipe schedules). However, as pipelines run for several kilometers, tonnage cost matters a lot. In this respect to reduce cost, pipeline thickness is selected as a non-standardized value. For example, let’s assume in your pipe thickness calculation, you got the calculated thickness as 4.8 mm for an 8″ pipe size. In general, for a piping system the selected thickness will be 8″, Sch 20 means 6.35 mm whereas for pipeline system the selected pipe wall thickness will be 4.8 mm.

6. Material and Corrosion Allowance

  • Piping Wall Thickness:
    • Material: Piping systems often use a wider range of materials, including carbon steel, stainless steel, alloy steel, and non-metallic materials like PVC or HDPE. The choice of material influences the wall thickness, especially when dealing with corrosive or high-temperature environments.
    • Corrosion Allowance: In industrial settings, where pipes may be exposed to harsh chemicals or corrosive fluids, a significant corrosion allowance may be added to the wall thickness. This ensures that the pipe remains safe over its expected service life, even as it experiences material degradation.
  • Pipeline Wall Thickness:
    • Material: Pipelines are predominantly constructed from carbon steel, with specialized coatings and cathodic protection systems to prevent corrosion over long distances. Material selection is crucial for managing both internal corrosion (from the fluid being transported) and external corrosion (from the environment).
    • Corrosion Allowance: For pipelines, the corrosion allowance is often integrated into the initial design, with additional protective measures like coatings and cathodic protection to ensure longevity. The wall thickness must be sufficient to last for decades with minimal maintenance.

7. Environmental and Mechanical Loads

  • Piping Wall Thickness:
    • Environmental Loads: Piping within facilities is generally protected from environmental conditions like extreme temperatures, UV radiation, and mechanical impacts. However, thermal expansion, vibration, and support loads are critical considerations.
    • Mechanical Loads: Piping systems must account for mechanical loads from supports, thermal expansion, and vibration. These loads can influence the required wall thickness, especially in high-stress areas like bends or connections to equipment.
  • Pipeline Wall Thickness:
    • Environmental Loads: Pipelines are exposed to a variety of environmental conditions, including temperature extremes, soil movement, and potential mechanical impacts from external sources (e.g., digging, landslides). The wall thickness is often designed to withstand these external threats.
    • Mechanical Loads: In addition to internal pressure, pipelines must withstand mechanical loads from ground movement, external impacts, and installation processes. This requires a robust wall thickness to prevent failures in harsh environments.

8. Inspection and Maintenance

  • Piping Wall Thickness:
    • Inspection: Piping systems within facilities are regularly inspected, with wall thickness measurements taken periodically to assess corrosion and wear. This frequent inspection allows for adjustments or replacements before significant failures occur.
    • Maintenance: Maintenance in piping systems is more frequent and accessible, given the proximity and accessibility within industrial plants. Wall thickness considerations must account for the ease of repair or replacement.
  • Pipeline Wall Thickness:
    • Inspection: Pipelines, due to their length and remote locations, are inspected using methods like pigging (pipeline inspection gauges) and remote sensing technologies. Wall thickness is designed to minimize the need for frequent inspections.
    • Maintenance: Pipeline maintenance is more challenging and costly due to the remote and inaccessible nature of many pipeline routes. As such, the wall thickness must be designed for long-term reliability with minimal intervention.

Piping and Pipeline Diameter Chart

The following table provides a piping and pipeline diameter chart. Note that, the outside diameter (OD) of steel pipe in piping and pipeline applications is constant for the same pipe size. However, the Internal diameter will vary depending on the thickness. To give an example, the OD of a 10″ steel pipe will be 273.05 mm whether it is used in a piping or pipeline application.

Sr NoPipe Nominal Size (NPS)Pipe Outer Diameter (mm)Pipe Outer Diameter (inches)
11/221.340.84
23/426.671.05
3133.401.32
41 1/442.161.66
51 1/248.261.90
6260.332.37
72 1/273.032.87
8388.903.50
93 1/2101.604.00
104114.304.50
115141.305.56
126168.286.63
138219.088.63
1410273.0510.75
1512323.8512.75
1614355.6014.00
1716406.4016.00
1818457.2018.00
1920508.0020.00
2022558.8022.00
2124609.6024.00
2226660.4026.00
2328711.2028.00
2430762.0030.00
2532812.8032.00
2634863.6034.00
2736914.4036.00
2838965.2038.00
29401016.0040.00
30421066.8042.00
31441117.6044.00
32461168.4046.00
33481219.2048.00
34501270.0050.00
35521320.8052.00
36541371.6054.00
37561422.4056.00
38581473.2058.00
39601524.0060.00
Table 1: Pipeline Diameter Chart

This table provides the nominal pipe sizes (NPS), and the corresponding outer diameters in both millimeters and inches for steel pipes ranging from 1/2 inch to 60 inches.

In summary, the differences between piping wall thickness and pipeline wall thickness stem from their distinct applications, operating conditions, design codes, and design requirements. While both are critical for ensuring the safety and integrity of fluid transport systems, the considerations for each are tailored to the specific challenges and environments they face. Understanding these differences is essential for engineers and designers to select the appropriate wall thickness for their specific needs.