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  1. parijat10

    Snubber purchase

    Sir, During snubber purchase what are the parameters to be provided to a vendor? Say the snubber linear direction is in x direction. X is the stroke direction. Then a purchaser should provide the occasional load in x direction for which the snubber has to be designed and the thermal...
  2. parijat10

    Snubber procurement

    Sir, During snubber purchase what are the parameters to be provided to a vendor? Say the snubber linear direction is in x direction. X is the stroke direction. Then a purchaser should provide the occasional load in x direction for which the snubber has to be designed and the thermal...
  3. parijat10

    Snubber procurement

    During snubber procurement as a stress analyst what are the parameters to be provided to a vendor. Say the snubber linear direction is in x direction. Then I should provide the occasional load in x direction for which the snubber has to be designed and the thermal displacement in x direction...
  4. parijat10

    Calculating SIF using FEA

    Suppose we need to calculate SIF at a tee junction and the vonmisses stress at a tee junction is calculated then to calculate the SIF how should be the other FEA model against which comparison should be made and what stress value to be obtained from the other stress model i.e. will it be...
  5. parijat10

    Trunnion stress comparison with ASME section VIII,Div-2 Allowable

    DSB123, I tried hard to find the Kellog papers but could not find those. If you can explain answer to my questions in brief it would solve my problem. Thanks and Regards Parijat Bandyopadhyay
  6. parijat10

    Trunnion stress comparison with ASME section VIII,Div-2 Allowable

    DSB123 Idon't have the papers. I got the formulae from here and there. If u can help me getting those i think my confusions will get solved. Thanks and Regards Parijat Bandyopadhyay
  7. parijat10

    Trunnion stress comparison with ASME section VIII,Div-2 Allowable

    In trunnion stress check it is usually done as below: 1) SL + SA + SLP <= 1.5 * SH 2) SC + SA + SCP <= 1.5 *SH Q1. In two Combined Local Stresses above how SA term is contributing because its direction is axial and not longitudinal or circumferential. All the terms above are calculated from...

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