Hi all,
I have a quick question regarding how CAESAR calculates SIFs for FRP pipe bends. I am using ISO14692 as a code check processor and I am investigating a buried 1.5D 90deg on a FRP pipeline.
In CAESAR, I am used to nominating a bend at node and letting the CAESAR calculate the stress intensification factors for me during its calculations. Normally in my extended stress reports I see the in-plane and out-of-plane SIFs in the output report and I can verify this against ASME piping code equations. However with FRP pipeline bend that I am modelling, CAESAR always seems to output SIFs of 1.0. I have a hard time believing this to be right. Is anyone able to enlighten me as to what is going on here?