摘要
本文提出采用有限元法对Ｕ型钢可缩性支架进行计算。说明了支架搭接段的处理方法；讨论了支架缩动后其几何形状及残余内力的计算方法。
In this paper,the finite element method for U shape yieldable steel ribs is presented. It describles how to deal with the overlap sections of yieldable steel ribs in the calculation of internal forces in the support,using the finite element method.It analyses the variation of the shape of steel ribs and calculation of internal residual forces resulted from yielding of steel ribs.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
1995年第2期145-154,共10页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金
关键词
巷道
U型钢
可缩性
金属支架
有限元
残余内力
U shape yieldable steel rib,finite element method,internal residual force
