首页> 外文期刊>Thin-Walled Structures >Differential quadrature buckling analyses of rectangular plates subjected to non-uniform distributed in-plane loadings
【24h】

Differential quadrature buckling analyses of rectangular plates subjected to non-uniform distributed in-plane loadings

机译:矩形板在平面内非均匀分布载荷下的微分正交屈曲分析

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

The new version of differential quadrature method (DQM), proposed by the senior author recently, is used to obtain buckling loads of thin rectangular plates under non-uniform distributed in-plane loadings for the first time. Two steps are involved: (1) solve a problem in plane-stress elasticity to obtain the in-plane stress distributions and (2) solve the buckling problem under the loads obtained in step (1). The methodology and procedures are worked out in detail and buckling problems with loadings of non-uniform distributions are studied. Numerical studies are performed and the DQ results are compared well with analytical solutions and finite element results. This fact indicates that the DQ method can be employed for obtaining buckling loads of plates with other combinations of boundary conditions subjected to non-uniform distributed loadings.
机译:最近由高级作者提出的新版本的微分求积法(DQM)首次用于获得非均匀分布面内载荷下矩形薄板的屈曲载荷。涉及两个步骤:(1)解决平面应力弹性问题以获得平面内应力分布;(2)解决在步骤(1)中获得的载荷下的屈曲问题。详细地研究了方法和程序,研究了非均匀分布载荷的屈曲问题。进行了数值研究,并将DQ结果与解析解和有限元结果进行了比较。这一事实表明,DQ方法可用于获得具有不均匀分布载荷的边界条件的其他组合的板的屈曲载荷。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号