I wan to do FEA analysis for my tube sheet. Can any body tell me the what is the failure criteria as per ASME VIII Div2?. Also can we use ASME VIII Div1 for FEA analysis?
TEMA 9th edition has removed the tubesheet calculations from the standard. The TEMA method didn't stand up to rigorous stress analysis.
For the ASME world, Section VIII Div. 1, Part UHX and Section VIII Div. 2 Section 4.18 are identical to each other and represent rigorous analytical stress analysis. They evaluate against different stress criteria - Div 1 is based on allowable stress in tension and Div 2 is based on allowable stress intensity.
If you have a geometry that is within the scope of UHX or 4.18, FEA should give the same stresses.
If you have a different geometry, then FEA can be done by following the pattern shown in the Code sections. Pay attention to the reduced section properties for the tube field, the different load cases (7) and the allowable stresses. Pick either Div 1 or Div 2 allowable stresses based on the Code that the rest of the vessel is subject to.