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Inelastic Shell Instability Of Geometrically Imperfect Aluminum Alloy Circular Cylinders Under Uniform External Pressure

机译:几何外力不均匀的铝合金圆柱在均匀外压下的非弹性壳不稳定性

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摘要

The paper presents new experimental results on the collapse of unstiffened aluminum alloy circular cylinders suffering elastic and plastic nonsymmetric bifurcation buckling under external hydrostatic pressure.These resulte complement the results given in two previous Marine Technology papers written by the senior author, which were intended for the structural design of near-perfect unstiffened and ring-stiffened circular conical shells under external hydrostatic pressure.The present paper presents a structural design chart for geometrically imperfect circular cylinders under uniform external pressure, which is more likely to be used than the design charts for the previous near-perfect vessels because it represents the more 'usual' case.In addition to an experimental analysis, theoretical analyses were also carried out.An analytical solution by von Mises was used, together with a finite element analysis solution, using the Shell 93 element of the ANSYS computer package.Comparison between ANSYS and the analytical solution was reasonable.A design chart is provided, which looks like it could be quite useful for practical purposes.
机译:这篇论文提供了在外部静水压力下承受弹性和塑性非对称分叉屈曲的未加筋铝合金圆柱体倒塌的新实验结果,这些结果是该资深作者先前发表的两篇《海洋技术》论文中给出的结果的补充。外部静水压力下近乎完美的未加筋和环加筋的圆形圆锥壳的结构设计。以前的近乎完美的容器,因为它代表了更常见的情况。除了实验分析之外,还进行了理论分析。使用冯·米塞斯(von Mises)的分析解决方案以及使用Shell 93的有限元分析解决方案ANSYS计算机软件包的元素。 n ANSYS和分析解决方案是合理的。提供了一个设计图,看起来对于实际目的可能是非常有用的。

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