Piping Stress Analysis (PSA Group)
2.47K subscribers
673 photos
124 videos
53 files
10 links
Piping & Pipeline Stress Analysis
Piping Stress Analysis Training
CAESAR II Static Training
CAESAR II Dynamic Training
Special Support Design by FEA
Special Item Design

E-mail: ir.psa.co@gmail.com
Tel: (+98)912 816 2070
@Akbar_Daneshvar
Download Telegram
CASE STUDY FOR ANALYSIS:
Let’s assume the shown system is subjected to slug flow. The parameters for the pipe are as mentioned below:
• Pipe: A106B, 6”, Sch 40
• CA=3 mm
• T1=100 degree C
• T2=75 degree C
• P1=15 bar
• Liquid Density=950 Kg/m^3
• Two phase Velocity=10.53 m/s
Stress System under consideration
After modeling the piping system following conventional method we have to calculate the slug force and apply the same into the system. Normally all organizations have their excel spreadsheet to calculate Slug Force. A typical excel spreadsheet for slug force calculation is shown in the below attached figure for your reference.
Excel Spreadsheet for Slug force calculation
So if we use a DLF of 2 then each of axial and orthogonal force will be 4240N. We have to incorporate this force in Caesar II input spreadsheet. Check the below mentioned figure for direction of forces.
Slug force in Bends with Application direction
Now we will input the axial and orthogonal forces at all changes in direction as shown in attached figure.
1- To enter forces click on the Forces button in Caesar II spreadsheet.
2- Provide the node number and magnitude of forces with proper direction.
3- Similarly input forces in all bends (other than vertically downward bends).
Caesar Spreadsheet Showing input methodology of Slug Force
Next step is to prepare the required load cases. Few additional load cases need to be prepared for static analysis of slug force. The same has been shown in the below mentioned figure.
Caesar II Load cases for Slug Flow Analysis
* Prepare the load cases as mentioned in the figure.
* Make stress types as occasional
* Use combination methods as Scalar
OUTPUT REPORT:
* Additionally We have to check code compliance for load cases L14 to L17 and ensure that the values are well within code allowable values.
* We have to check forces and displacements for load cases L1 to L9.
* Refer below mentioned figures for reference:
Caesar II Code compliance check report
Caesar II Restraint Summary check report
Keep all stresses, forces and displacements within allowable limit. If exceeds then try iteration with support location change, support type change or routing change.
Flare Stack design
Client: Morvarid petrochemical company
Location: Assalouyeh, Pars Special Economic Zone
TFA’s Responsibility:
Mechanical design of Flare Stack and piping and civil and structure design of flare system and installation manual