I am currently conducting a stress analysis of a fiberglass FRP/GRE piping system using CAESAR II software.
As part of the analysis, I need to perform a flange leakage check.
Could you please advise on how to carry out this check, either using the software or manually, and which method should...
I have to carry out a stress analysis of jacketed pipeleine carrying crude oil from pig launcher to the pig receiver (pig launcher and receiver are above ground)
The pipeline connecting the start point (pig launcher) and the end point (pig receiver) is buried (underground) and jacketed.
- Inner...
I have to make the stress analysis study of a pipeline that is not buried but it is directly laid on the ground.
how to model this pipeline on CAESAR II.
Our client ask for a change of carbon steel pipe manifold by a GRE/GRP pipe manifold.
The question is how to support valves to withstand the excess of load on manifold piping system?
Should I support valves from their flanges or from pipe.
GRE PIPE DN: 4 INCHES
Carbon steel valves class 150
According to polypropylene PP-H pipes suppliers, the coefficient of thermal linear expansion is equal to 50*10^-6 in/in/F at 73°F.
Could you please give me this value at 176°F ?
I have to prepare a new stress analysis report of piping project which the pipe material is polypropylene.
As a software, I will use caesar ii.
I want to know about:
- which stress code should be used to best drive this analysis.
- mechanical properties of polypropylene (allowable stress...
I want to know if there are any formulas to calculate the design pressure and design temperature of a piping system from operating pressure and operating temperature.
I work on stress abalysis of a GRE piping system.
the analysis will be performed according to BS7159 ON CAESAR II.
T= 85°C
P= 9bar.
I need to know the value of SH1 as indicated below:
What is the name of SH1 in the mechanical properties of the GRE material ?
which property is SH1
I have to start a pipline stress analysis using caesar ii software.
STANDARD: ISO 14692
pipe material: GRP/ FRP FIBERGLASS REINFORCED PLASTIC
FLUID: WATER
WW: WATER FILLED WEIGHT
PRESSURE P1
HYDROTEST PRESSURE HP1
TEMPERATURE T1
WIND: WIND1,WIND2,WIND3,WIND4
EARTHQUAKE UNIFORM LOAD: U1,U2,U3...
I need an explanation of why the restraint value FY found in a +Y support are positives in the expansion load case
PIPE MATERIAL: FRP FIBERGLASS
STANDARD: ISO 14692
Please,I need help about waterhammer dynamic analysis.
1) Which combination method should I prefer ?
a) ABS
OR
b) SRSS
AND WHY ?
2) Which load case should I prefer to combine with dynamic load case D1
a) sustain load case S3 (as indicated in the picture)
OR
b) operating load case S2
What is displacement in CAESAR II
if we apply a displacement on a node.
I don't know if that means that we apply a displacement on the node or we freed the node to be able to make some displacement.
please your advice about the design of two pipes connected to the heat exchanger
below two examples
-1- anchor restraint at the end of two pipes
-2- anchor connected together with rigid element(0 weight)using connecting node
So, which example (1 or 2) best describes the real design of the model...
I want to know how to model a pump in caesar ii that was simply posed.
I modeled the pump as a rigid element with 0 weight.
the pump is allowed to displace horizontally.
Please your advice!!