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In this paper the deformations and stability in large axisymmetric deflection of spherical caps under centrally distributed pressures are investigated. The Newton-apline method for solving the nonlinear equations governing large axisymmetric deflection of spherical caps is presented. The buckling behavior is studied for a cap with fixed geometry when the size of the loaded radius is allowed to vary, and for a fixed loaded radius when the shell geometry is allowed to vary. The influence of the buckling modes on the criticalloads is analysed. Numerical results are given for v=0.3. 相似文献
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本文研究圆底扁薄球壳在中心分布压力作用下的轴对称大挠度变形和稳定性.提出了求解圆底扁球壳非线性方程的牛顿-样条函数方法.分别讨论了当几何参数λ固定时,载荷作用半径的变化对壳体失稳的影响,以及当载荷作用半径固定时,几何参数λ的变化对壳体稳定性的影响.分析了临界载荷曲线与屈曲模式之间的关系.并就v=0.3的情形给出了数值分析结果. 相似文献
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本文研究圆底扁薄球壳在中心集中载荷作用下的轴对称非线性弯曲和稳定性,利用Newton-样条函数方法(简称NS方法)求解了圆底扁球壳非线性方程,获得了问题的屈曲前和屈曲后解答,并将所得结果与前人的理论和实验结果进行了比较。 相似文献
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In this paper the deformations and stability in large axisymmetric deflection of spherical caps under centrally distributed pressures are investigated. The Newton- spline method for solving the nonlinear equations governing large axisymmetric deflection of spherical caps is presented. The buckling behavior is studied for a cap with fixed geometry when the size of the loaded radius is allowed to vary, and for a fixed loaded radius when the shell geometry is allowed to vary. The influence of the buckling modes on the critical loads is analysed. Numerical results are given for =0.3.Project Supported by National Science Foundation of China. 相似文献
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