首页 | 本学科首页   官方微博 | 高级检索  
     检索      

等截面纵横弯曲梁的分布传递函数法
引用本文:蒋纯志,张剑华,曹菊英.等截面纵横弯曲梁的分布传递函数法[J].科学技术与工程,2007,7(13):3222-3224.
作者姓名:蒋纯志  张剑华  曹菊英
作者单位:湘南学院物理系,郴州,423000
基金项目:湘南学院科研课题(06Y019)资助
摘    要:建立了等截面纵横弯曲梁的分布传递函数求解模型。这种模型可以适应复杂的边界条件和外力情况,表达公式形式简单规范,便于计算机编程处理。对于复杂系统,根据外力和约束的情况,将其分成多个子系统,并依照分布传递函数方法分别对每个子系统进行处理,借助有限元方法,建立整个系统的平衡方程,最后得出问题的解。

关 键 词:纵横弯曲梁  分布传递函数方法  有限元法
修稿时间:2007-02-28

Distributed Transfer Function Method for Uniform Vertical and Horizontal Bending Beam
JIANG Chun-zhi,ZHANG Jian-hu,CAO Ju-ying.Distributed Transfer Function Method for Uniform Vertical and Horizontal Bending Beam[J].Science Technology and Engineering,2007,7(13):3222-3224.
Authors:JIANG Chun-zhi  ZHANG Jian-hu  CAO Ju-ying
Institution:Department of Physics, Xiangnan University ,Chenzhou 423000 ,P. R. China
Abstract:The solution model of distributed transfer function method of uniformed vertical and horizontal bending beam is figured out. The model is applicable to complicate boundary conditions and external forces. The shape of formula is simple and standard. It is easy to deal with computer. The complicate system is divided into subsystems according to the outside forces and constraints. Using the distributed transfer function method and FEM, the equilibrium equations can be solved.
Keywords:vertical and horizontal bending beam distributed transfer function method FEM
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《科学技术与工程》浏览原始摘要信息
点击此处可从《科学技术与工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号