GeorgeEllwood
Mechanical
- Aug 22, 2006
- 134
Apologies for this simple question which someone can hopefully answer quickly.
I'm doing some rough analysis in ANSYS of a pressure vessel to work out approximately how thick the walls will be and hence the weight. I'm using PD5500 which gives limits of Fe= yield strength/1.5 or Fe = Tensile Strength/2.35 for this type of steel below 50°C.
Am I correct in thinking that I should find the Sress Intensity in my model and then check that it is below the figures I can find listed for Yield Strength/1.5 and Tensile Strength/2.35 of my material?
I'm doing some rough analysis in ANSYS of a pressure vessel to work out approximately how thick the walls will be and hence the weight. I'm using PD5500 which gives limits of Fe= yield strength/1.5 or Fe = Tensile Strength/2.35 for this type of steel below 50°C.
Am I correct in thinking that I should find the Sress Intensity in my model and then check that it is below the figures I can find listed for Yield Strength/1.5 and Tensile Strength/2.35 of my material?