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Stability of elastic column with spring supports at both clamped ends

机译:弹簧支架的弹性柱的稳定性在两个夹紧末端

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This paper analyzes the large deflections and stability of an elastic column. The column is supported by a spring at each of its clamped ends, and is also subject to a conservative compressive terminal force. The equilibrium equation is derived from the principle of the minimum total potential energy, and its solution is expressed using Jacobian elliptic functions. The stability is determined with the help of the Jacobi criterion, and the resulting bifurcation diagrams are also determined. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文分析了弹性柱的大偏转和稳定性。 该柱由其夹紧端部的弹簧支撑,并且也经过保守的压缩终端力。 平衡方程源自最小总电位能量的原理,其解决方案是使用雅各的椭圆函数表示的。 借助于雅各的标准确定稳定性,也确定所得到的分叉图。 (c)2019年elestvier有限公司保留所有权利。

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