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PIPELINE STRESS ANALYSIS WITHPIPELINE STRESS ANALYSIS WITH
CAESAR IICAESAR II
by
Andrey Puruhita
PIPELINE STRESS ANALYSISPIPELINE STRESS ANALYSIS
WITH CAESAR IIWITH CAESAR II
 What the different with piping stress ?What the different with piping stress ?
 Pipeline burried modelingPipeline burried modeling
 Anchor block restrainAnchor block restrain
 Load case combination & resultLoad case combination & result
The difference of piping & pipeline
stress analysis
Piping modeling
• Code requirement shall use
ASME B31.3
• Aboveground
• Many support or restrain
needed
Pipeline modeling
• Code requirement use
ASME B31.4 for liquid &
B31.8 for gas transmission
• Usually Underground
• Shall use anchor block as a
restrain from aboveground-
underground conversely
Burried Pipe
• Buried pipe deforms laterally in areas
immediately adjacent to changes in directions
• In areas far removed from bends and tees the
deformation is primarily axial
PIPELINE BURRIED MODELING
• The Buried Pipe Modeler is started by selecting an existing
job, and then choosing menu option Input-Underground from
the CAESAR II Main Menu
• Enter the soil data using Buried Pipe - Soil Models
• Describe the sections of the piping system that are buried,
and define any required fine mesh areas using the buried
element data spreadsheet
• Convert the original model into the buried model by the
activation of option Buried Pipe - Convert Input
Input soil models
The buried element description spreadsheet serves
several functions
• It allows the user to define which part of the piping system is
buried.
• It allows the user to define mesh spacing at specific element
ends.
• It allows the input of user defined soil stiffnesses
Burried pipe example
Anchor Block Restrain
• Pipeline with a long distance needs block
valve, there were a change direction from
underground to aboveground
• In this situation pipeline must be installed
with anchor block before and after
aboveground pipe
Why we need anchor block ?
• To prevent stress failed on block valve due to
axial deformation of a long pipeline
Example of block valve modeling
Anchor block
Anchor block
Load Case Combination
• To check stress analysis on pipeline shall use
several load case combination as folow :
• Sustain Load ( W + P)
• Thermal Load (T)
• Combination Load ( W + T + P)
Caesar Stress Result
• CAESAR II STRESS REPORT FILE:FOR TUTORIAL
• CASE 3 (OPE) W+T2+P1 DATE:OCT 1,2009
• --Stress(lb./sq.in.)--- --(lb./sq.in.)--
• ELEMENT BENDING TORSION SIF'S ALLOWABLE
• NODES STRESS STRESS IN/OUT PLANE STRESS STRESS %
• HIGHEST STRESSES: (lb./sq.in.)
• OPE STRESS %: 21.06 @NODE 90
• STRESS: 12636.4 ALLOWABLE: 60000.0
• BENDING STRESS: 3254.8 @NODE 90
• TORSIONAL STRESS: 0.0 @NODE 49
• AXIAL STRESS: 9455.2 @NODE 130
• 3D MAX INTENSITY: 30120.4 @NODE 20
• 60 1357. 0. 1.000 / 1.000 10739. 60000. 18.
• 70 919. 0. 1.000 / 1.000 10300. 60000. 17.
• 80 1461. 0. 1.000 / 1.000 10842. 60000. 18.
• 90 3255. 0. 1.000 / 1.000 12636. 60000. 21.
• 90 3255. 0. 1.000 / 1.000 12636. 60000. 21.
• 95 2703. 0. 1.000 / 1.000 12085. 60000. 20.
THANK YOU

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Pipeline stress analysis with ceaser ii

  • 1. PIPELINE STRESS ANALYSIS WITHPIPELINE STRESS ANALYSIS WITH CAESAR IICAESAR II by Andrey Puruhita
  • 2. PIPELINE STRESS ANALYSISPIPELINE STRESS ANALYSIS WITH CAESAR IIWITH CAESAR II  What the different with piping stress ?What the different with piping stress ?  Pipeline burried modelingPipeline burried modeling  Anchor block restrainAnchor block restrain  Load case combination & resultLoad case combination & result
  • 3. The difference of piping & pipeline stress analysis Piping modeling • Code requirement shall use ASME B31.3 • Aboveground • Many support or restrain needed Pipeline modeling • Code requirement use ASME B31.4 for liquid & B31.8 for gas transmission • Usually Underground • Shall use anchor block as a restrain from aboveground- underground conversely
  • 4. Burried Pipe • Buried pipe deforms laterally in areas immediately adjacent to changes in directions • In areas far removed from bends and tees the deformation is primarily axial
  • 5. PIPELINE BURRIED MODELING • The Buried Pipe Modeler is started by selecting an existing job, and then choosing menu option Input-Underground from the CAESAR II Main Menu • Enter the soil data using Buried Pipe - Soil Models • Describe the sections of the piping system that are buried, and define any required fine mesh areas using the buried element data spreadsheet • Convert the original model into the buried model by the activation of option Buried Pipe - Convert Input
  • 7.
  • 8. The buried element description spreadsheet serves several functions • It allows the user to define which part of the piping system is buried. • It allows the user to define mesh spacing at specific element ends. • It allows the input of user defined soil stiffnesses
  • 10. Anchor Block Restrain • Pipeline with a long distance needs block valve, there were a change direction from underground to aboveground • In this situation pipeline must be installed with anchor block before and after aboveground pipe
  • 11. Why we need anchor block ? • To prevent stress failed on block valve due to axial deformation of a long pipeline
  • 12. Example of block valve modeling Anchor block Anchor block
  • 13. Load Case Combination • To check stress analysis on pipeline shall use several load case combination as folow :
  • 14. • Sustain Load ( W + P) • Thermal Load (T) • Combination Load ( W + T + P)
  • 15. Caesar Stress Result • CAESAR II STRESS REPORT FILE:FOR TUTORIAL • CASE 3 (OPE) W+T2+P1 DATE:OCT 1,2009 • --Stress(lb./sq.in.)--- --(lb./sq.in.)-- • ELEMENT BENDING TORSION SIF'S ALLOWABLE • NODES STRESS STRESS IN/OUT PLANE STRESS STRESS % • HIGHEST STRESSES: (lb./sq.in.) • OPE STRESS %: 21.06 @NODE 90 • STRESS: 12636.4 ALLOWABLE: 60000.0 • BENDING STRESS: 3254.8 @NODE 90 • TORSIONAL STRESS: 0.0 @NODE 49 • AXIAL STRESS: 9455.2 @NODE 130 • 3D MAX INTENSITY: 30120.4 @NODE 20 • 60 1357. 0. 1.000 / 1.000 10739. 60000. 18. • 70 919. 0. 1.000 / 1.000 10300. 60000. 17. • 80 1461. 0. 1.000 / 1.000 10842. 60000. 18. • 90 3255. 0. 1.000 / 1.000 12636. 60000. 21. • 90 3255. 0. 1.000 / 1.000 12636. 60000. 21. • 95 2703. 0. 1.000 / 1.000 12085. 60000. 20.