Hello Dear Friends
I am analyzing for first time a system which includes hot taps, so that existing line won´t be taken out of operation by the time of tie-in the new line. I am trying to understand the behaviour of the entire system taking into account three scenarios:
1) Existing line cold, new line hot
2) Existing line hot, new line hot
3) Existing line cold, new line cold
Firstly I was told to note and write down initial displacements from existing line at its operating temperature.
Then I create a CAESAR II file (1) including both of the existing and new line, placing an anchor in a point near the hot tap; this file was with the new line at operating (OPE T1) and maximun (OPE T2)temperature and existing line to 70F.and Run it.
Secondly, I copied this file into a new one (2) but now, I deleted anchor and inserted initial displacements(all 6 degrees) with opposite sign to simulate the drawback of the existing line. I change new line temperature to 70F and kept existing line to 70F as well and run it.
Then I was told to combine Tope stress from CAESAR II file (2) with Tope stress from CAESAR II file (1) with ABS summation method (NOT SCALAR NOT AlGEBRAIC) and told I can note EXP stresses at critical nodes in order to add its absolute values, getting in this way the CODE STRESS RANGE.
Questions:
1) Why to place an anchor near the hot tap having the existing line to 70F? I mean, if I let the existing line to have 70F, won´t this line get back?
2) When talking about Tope stresses, should I read these values from stress extended report for OPE load case or for EXP load case?
For CAESAR II file (1), I have the following load cases:
1 OPE W+T1+P1 T1= 180F ; T2= 212F
2 OPE W+T2+P1
3 SUS W+P1
4 EXP L1-L3
5 EXP L2-L3
For CAESAR II file (2), I have the following load cases:
1 OPE W+T1+P1 T1= 70F
2 SUS W+P1
3 EXP L1-L2
My confunsion is how to apply the ABS method to the Tope stresses.
This is the first time I do a similar analysis.
Please any answer will be very appreciated..
Thanks