Stability of Circular Cylindrical Shells on Elastic Foundation
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摘要:
对弹性地基上轴压和侧压圆柱壳的稳定性进行了分析,提出了壳体在弹性地基上的临界载荷的新算法。
Abstract:
The analysis of stability of circular cylindrical shells on elastic foundation under axial and lateral pressure is performed.A new algorithm for calculating the critical load under these conditions is presented.