摘要
理想结构单元法在于将结构分成最大可能的单元。以简单的形式归并几何非线性与材料非线性。按增量形式加载,直至达到极限强度。算例结果与非线性有限元分析结果十分吻合。
Idealized structural unit method is based on subdivision of the structure into the largest possible structural units.Geometrical and material nonlinearities are incorporated in a concise form.The load is applied in increments until ultimate strength is reached. The numerical results are very much in agreement with ones by using nonlinear finite element method.
出处
《长沙铁道学院学报》
CSCD
1990年第1期14-27,共14页
Journal of Changsha Railway University
关键词
梁
结构单元法
增量加载
Structural unit method
Geometrical nonlinearity
material nonlinearity
increment loading