...
首页> 外文期刊>Transactions of the Canadian Society for Mechanical Engineering >Latest development on the dynamic stability and nonlinear parametric response of geometrically imperfect rectangular plates
【24h】

Latest development on the dynamic stability and nonlinear parametric response of geometrically imperfect rectangular plates

机译:几何不完美矩形板的动力稳定性和非线性参数响应的最新进展

获取原文
获取原文并翻译 | 示例
           

摘要

The authors present a rational analysis of the effect of initial geometric imperfections on the dynamic stability and nonlinear parametric response of general rectangular plates. the plate theory used in the analysis may described as the dynamicanalog of the von Karman's large deflection theory and is derived in terms of the stress function, the lateral displacement and the initial geometric imperfection. The governing equations are satisfied using the orthogonality properties of the assumedfunctions. The temporal response of the system is analyzed using a first-order asymptotic method and various types of resonances are investigated. The temporal equations of motion describing the nonlinear dynamic behaviour of the imperfect plates are also solved using a direct integration method and the results are compared with those obtained by the asymptotic method.
机译:作者提出了对初始几何缺陷对一般矩形板的动力稳定性和非线性参数响应的影响的合理分析。分析中使用的板理论可以描述为冯·卡曼大挠度理论的动力学模拟,并且是根据应力函数,横向位移和初始几何缺陷得出的。使用假定函数的正交性可满足控制方程。使用一阶渐近方法分析系统的时间响应,并研究各种类型的共振。还使用直接积分法求解了描述非理想板非线性动力学行为的运动时间方程,并将其结果与渐近方法进行了比较。

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