Hello everyone
I was wondering is there any way to analysis tubesheet base on the requirements of ASME SEC VIII DIV 2 with quadrant layout configuration.
Thank you in advance
Hello everyone
Im performing the calculations for stainless steel pressure vessel.
My question is., how can i find a procedure for P-T limites for stainless steel.
Appendix G addressed and presented the calculations for SA-508.
Thank you in advance
Hello everyone
I am modeling a body flange using abaqus, as you know according to appendix XI there is rules for evaluation of bolted flange connection.
My question is, if we want to make this evaluation using FEM, is there any rules or method to be implemented? Or can we use XI criteria?
Hello everyone
Does any one knows the meaning of this sentence in asme sec iii, nb. IT IS a note in stress categories section.
If the bending moment at the edge is required to maintain the bending stress in middle to acceptable limits, the edge bending is classified as pb otherwise is Q.
Thank...
I am designing a vertical pressure vessel using Pv-Elite, when you entering the input data for seismic analyses is it true to enter the values of Acceleration as a factor of G? , for example for the acceleration of 30 m2/s we should enter the 3.27 in input table instead of 30.
thank you in advance.
Im responsible for design of pressure vessels, in a case of modeling of support skirt and possibility of buckling, I was wondering if it is possible to perform a buckling analyses in conjuction with seismic analyses, which performed using response spectrum.
thankyou in advance.