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Mastering Solid Mechanics for ASME B31 Piping Codes banner

Mastering Solid Mechanics for ASME B31 Piping Codes

Mastering Solid Mechanics for ASME B31 Piping Codes banner
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Mastering Solid Mechanics for ASME B31 Piping Codes

4(84)
1495 views
COMPLETED
12 hrs
Next month
English
1495 views
Anindya Bhattacharya
Anindya BhattacharyaAsset Engineer
  • 7-day money-back guarantee
  • Session recordings included
  • Certificate of completion
Volume pricing for groups of 5+

Why enroll

1. How elementary and advanced topics of Solid mechanics are applied in development of Piping and Pressure vessel codes and standards.

2. Theoretical background behind design code requirements which helps an engineer understand the strengths, weaknesses and applicability of the code requirements. 3. An insight into the newly introduced codes.

4. Bridging the gap between theoretical knowledge and code requirements.

5. University students who want to take up career in piping engineering or static equipment engineering and wants to learn about the most widely used Industrial standard.

6. Experienced engineers who want to understand the background of code rules and requirements

Is this course for you?

You should take this if

  • You work in Oil & Gas Upstream or Pharmaceutical & Healthcare
  • You're a Civil & Structural / Mechanical Engineering professional
  • You have 3+ years of hands-on experience in this field
  • You prefer live, instructor-led training with Q&A

You should skip if

  • You're new to this field with no prior experience
  • You need a different specialisation outside Civil & Structural
  • You need fully self-paced, on-demand content

Course details

This course provides a focused understanding of solid mechanics principles and their practical application in the design and analysis of piping systems as governed by the ASME B31.3 Process Piping Code and related B31 standards. Participants will explore how fundamental concepts such as stress, strain, elasticity, plasticity, bending, torsion, and failure theories underpin piping design rules, allowable stresses, and design margins. The program emphasizes bridging theory with practical code application, helping engineers interpret code equations, evaluate stresses in piping components, and apply engineering judgment to ensure safe and reliable designs. Case studies and practical examples illustrate how solid mechanics directly informs the modeling, analysis, and compliance of piping systems under real-world loading conditions.

Course suitable for

Key topics covered

1. Use of failure theories in B31.3 design requirements

2. Application of the Concepts of Ratchetting and Fatigue in B31.3

3. Application of formulas for Thick-Walled pipe (Lame equation) in design of high-pressure piping systems

4. Application of statistical methods for evaluating High Cycle Fatigue in Piping systems

Opportunities that await you!

Career opportunities

Training details

This is a live course that has a scheduled start date.

COMPLETED

Coming in Next Month

Questions and Answers

A: A: That's how wind or seismic gets treated. Expansion doesn't belong in that bucket. B: Expansion is displacement‑controlled; limiting it to Sh forces fake restraints and masks flexibility problems. C: Peak stress logic fits fatigue hot spots, not global thermal growth. D: Corrosion allowance affects section properties, not how the stress category is classified.

A: A: Sustained load case is SL ≤ Sh. That's the check. B: Occasional loads are a separate load case, not a prerequisite. C: Sc applies to cold conditions, not operating. D: Pressure longitudinal stress is already part of SL; double‑counting it is a classic spreadsheet error.

A: A: Support stiffness directly drives load paths. Ignoring it invalidates results. B: A rigid vs constant spring flips how weight and displacement are shared, which shifts both SL and SE. C: Nozzle loads change, but the line stress state changes too. D: Springs control sustained load and displacement, not just fatigue.

A: A: Internal pressure pushes outward; it doesn't ovalise inward. B: Restraint causes axial stress, not shell collapse. C: Vacuum or low internal pressure with ambient external pressure drives buckling in thin walls. D: Fatigue leaves cracks, not global ovalisation.