A Method of Stepwise Integration in Problems of Impact Buckling
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Abstract The equations for the dynamic buckling of an axially impacted column are discussed. A method is presented for the calculation of approximate load and deflection variations in problems of high-velocity impact. The method may be extended for cases wherein the stresses exceed the elastic limit. Results of calculations are presented for two cases. In one of these, agreement with a previous exact solution is found to be good.
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2018 ◽
Vol 53
(4)
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pp. 535-546
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2015 ◽
Vol 95
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pp. 49-60
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