Make certain that Significant Deflection is turned on in the next structural Examination. This gives you the deflection attributable to the load just as buckling sets in. Expanding the load after that will bring about the submit-buckling deflections.
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You can then implement exactly the same BCs in the second structural analysis, but make the drive be the buckling load of File*Load Aspect (l), exactly where F is your load used in the buckling Evaluation.
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Discharge coefficient performance of Venturi, normal concentric orifice plate, V-cone and wedge stream meters at very low Reynolds numbers
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