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首页> 外文期刊>International journal of impact engineering >Closed-form solution for crushing response of three-dimensional thin-walled 'S' frames with rectangular cross-sections
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Closed-form solution for crushing response of three-dimensional thin-walled 'S' frames with rectangular cross-sections

机译:矩形截面的三维薄壁“ S”形框架压扁响应的封闭形式解决方案

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摘要

The crushing behavior of thin-walled rectangular cross-section "S" shaped frames subjected to complex loading cases was analyzed. The results of the biaxial bending collapse of prismatic beams and the collapse under combined bending and compression developed earlier by the present authors were applied to a practical problem of a three-dimensional S frame. The analytical solution of the crushing resistance was derived and the two types of deformation modes were identified using the analysis of the fully plastic bending moment with different orientation angle of bending axis. It was shown that the critical aspect ratio of the rectangular cross-section separating the two deformation modes is 1.366. The analytically derived crushing force gave excellent correlation with the finite element results. The simplified calculation routines derived through this study can be applied to an early design stage of a car body.
机译:分析了薄壁矩形截面“ S”形框架在复杂荷载作用下的抗压性能。作者将较早提出的棱柱梁双轴弯曲塌陷和组合弯曲与压缩作用下的塌陷的结果应用于三维S框架的实际问题。推导了不同抗弯轴取向角的全塑性弯矩,得出了抗压强度的解析解,确定了两种变形模式。结果表明,将两种变形模式分开的矩形截面的临界纵横比为1.366。解析得出的破碎力与有限元结果具有极好的相关性。通过这项研究得出的简化计算程序可以应用于车身的早期设计阶段。

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