You are able to then utilize the exact same BCs in the 2nd structural analysis, but make the power be the buckling load of File*Load Issue (l), in which F is your load applied while in the buckling Investigation.
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Please Take note for pipe move you don't want outlet BC due to the fact problem is Parabolic and the entire process of solving is marching ahead.
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After location the volume of buckling modes to search for, ANSYS calculates the Load Multiplier for every mode. Should you utilized the actual load inside the dig this Static Structural technique, then the Load Multiplier could be the aspect of basic safety with that load. If you put a dummy load, like 10lbf, then the entire load that may induce buckling is F*Load Component (l).
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