• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>International conference on scientific engineering computation >HELLINGER-REISSNER MIXED FORMULATION FOR THE NONLINEAR FRAME ELEMENT WITH LATERAL DEFORMABLE SUPPORTS
【24h】

HELLINGER-REISSNER MIXED FORMULATION FOR THE NONLINEAR FRAME ELEMENT WITH LATERAL DEFORMABLE SUPPORTS

机译：Hellinger-Reissner用于非线性框架元件的混合配方，具有侧向可变形支撑件

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

This paper presents the theory and applications of the Hellinger-Reissner mixed formulation for the nonlinear frame element with lateral deformable supports. The governing differential equations of the problem (strong form) are derived first. Then, the Hellinger-Reissner mixed frame element (weak form) is formulated to solve for the numerical solution of the problem. Tonti' s diagrams are employed to conveniently represent the equations governing both strong and weak forms of the problem. Finally, a numerical example is used to show that the Hellinger-Reissner mixed element is much more accurate than the classical displacement-based element. The nonlinear frame model proposed in this paper has practical applications in modelling the soil-pile structural system, geosynthetics/fiber-glass reinforcement of foundation soils, beam on deformable foundations, etc.
机译：本文介绍了具有横向可变形支撑的非线性框架元件的Hellinger-Reissner混合配方的理论和应用。首先导出问题的管理微分方程（强大的形式）。然后，配制Hellinger-Reissner混合框架元件（弱形式）以解决问题的数值解。蒂蒂的图表被用来方便地代表了有关问题的强大和弱形的方程式。最后，使用数字示例来表明Helling-Reissner混合元件比基于古典位移的元件更准确。本文提出的非线性框架模型具有对土壤桩结构系统，地球合子/纤维 - 玻璃加固基础土壤，可变形基础的梁等的实际应用。

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