Ansys does not comply with ASME Section VIII Div. 2 part 5
Ansys does not comply with ASME Section VIII Div. 2 part 5
(OP)
thread569-380066: ASME VIII Design By Analysis with Ansys WB 15
Hi,
This is in reference to the thread in which TGS4 says that "ansys does not comply with ASME VIII div.2 part 5". Can someone elaborate on that? Because I went through the ANSYS help topics and searched "stress linearization" and saw the same formulae as used in the code. I do not see a reason for non-conformation of ansys linearized stress with that dictated by the code.
Thanks,
Shiraz
Hi,
This is in reference to the thread in which TGS4 says that "ansys does not comply with ASME VIII div.2 part 5". Can someone elaborate on that? Because I went through the ANSYS help topics and searched "stress linearization" and saw the same formulae as used in the code. I do not see a reason for non-conformation of ansys linearized stress with that dictated by the code.
Thanks,
Shiraz
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
Please find the attached comparison between ASME and ANSYS linearized stresses.
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
I see that a macro is already there wherein this critical parry is taken care of. Saw it few weeks ago and there was a manual evaluation (in one of the axis-symmetric models) by taking the values of Sx,Sy,Sz,Sxy and Seqv using PDEF command in ansys and doing manual calculation by applying simpson's rule of integration over these data points.
Thanks
Shiraz
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
The point is that when assembling the bending stress tensor, it is composed of the membrane-plus-bending stresses ONLY from the hoop and meridional directions. In the other orthogonal direction (through-thickness), as well as for all of the shears, only the membrane stress is to be used when forming the tensor. ANSYS generates that tensor using membrane-plus-bending for all 6 component stresses, without an option to revert any components to membrane only.
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
Rick Fischer
Principal Engineer
Argonne National Laboratory
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
I have a work-around, in any case.
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
Rick Fischer
Principal Engineer
Argonne National Laboratory
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
RE: Ansys does not comply with ASME Section VIII Div. 2 part 5
Rick Fischer
Principal Engineer
Argonne National Laboratory