Optimal design of elastically clamped columns subject to distributed axial load (original) (raw)

2000

Abstract

The optimum designs are given for columns which are elastically clamped at both ends and under concentrated and distributed axial loads. The objective is to maximize the buckling load subject to volume and maximum stress constraints. The results for a minimum area constraint are also obtained for comparison. Under a distributed axial load, the stress constraint leads to different minimum

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