期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
节点参数含应变的空间几何非线性样条梁单元 被引量:1
1
作者 卓英鹏 王刚 +1 位作者 齐朝晖 张健 《应用数学和力学》 CSCD 北大核心 2022年第9期987-1003,共17页
工程中很多细长杆件可以抽象为Euler-Bernoulli梁,分析其动态行为时需要对其进行柔性多体系统动力学建模.以绝对节点坐标参数为代表的几何非线性梁单元解决了大量柔性梁动力学问题,但仍然面临诸如剪切闭锁、节点应力不连续、计算效率低... 工程中很多细长杆件可以抽象为Euler-Bernoulli梁,分析其动态行为时需要对其进行柔性多体系统动力学建模.以绝对节点坐标参数为代表的几何非线性梁单元解决了大量柔性梁动力学问题,但仍然面临诸如剪切闭锁、节点应力不连续、计算效率低下等问题.鉴于此,以大变形梁虚功率方程为理论基础,建立了转动参数和位移参数间的转换方程,满足Euler-Bernoulli梁变形耦合关系,推导了这种情况下可描述梁几何非线性效应的广义应变;保证应力连续的情况下,采用样条插值实现单元间缩减自由度式组装;将边界节点部分参数替换为轴向应变和截面曲率,得到了更加准确简洁的施加外力的约束方式;对梁结构的运动方程进行降噪处理,来滤除高频分量,提高求解效率;并通过数值算例验证了所提单元的有效性. 展开更多
关键词 柔性多体系统 几何非线性梁 Cardan角 混合坐标 样条插值
下载PDF
A review of flexibility-based finite element method for beam-column elements 被引量:1
2
作者 李爽 翟长海 谢礼立 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2009年第1期81-86,共6页
For material nonlinear problem,elements derived with the flexibility-based method are more accurate than classical elements derived with the stiffness-based method. A review of the current state of the art of the flex... For material nonlinear problem,elements derived with the flexibility-based method are more accurate than classical elements derived with the stiffness-based method. A review of the current state of the art of the flexibility-based finite element method is provided to enhance the robustness of structure analysis. The research on beam-column elements is the mainstream in the research on flexibility-based finite element method at present. The original development of flexibility-based finite element method is reviewed, and the further development of this method is then presented in several specific aspects, such as geometrically nonlinear analysis and dynamic analysis. The further research needed to be carried out in the future is finally discussed. 展开更多
关键词 flexibility-based finite element beam-column element MATERIAL geometrically dynamic analysis
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部