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  1. poriya

    Tubesheet Analysis

    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
  2. poriya

    Estimation of price per kilo

    Hello everyone Does anyone know that the estimation price of SA-508 GR3 per kilo? Thank you in advance
  3. poriya

    Calculation of pressure-temperature limites for stainless steel

    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
  4. poriya

    FEM modeling of Body flange

    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?
  5. poriya

    Stress categories

    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...
  6. poriya

    Response Spectrum in PV-Elite

    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.
  7. poriya

    Standard Drawing for Skirt Support

    Hello to all I was looking for the standard drawing for support skirt in the net, does any body knows where can i find it? thank you in advance
  8. poriya

    Modeling of buckling

    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.

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