摘要
把Stoker问题,即均布荷载作用下搁支矩形板的弯曲,推广到在一般荷载作用下任意形状搁支板的弯曲。考虑到问题的特殊性,利用边界元法进行求解。最后给出了几个计算结果,表明本文方法的有效性及本文解与级数解是良好吻合的。
In this paper, Stoker problem, i. e. the bending of a rectangular laid plate under uniform load, is extended to the bending of arbitrary shaped laid plate under general load. Considering the peculiarity of this problem, it can be solved by boundary element method. Calculation results demonstrate that this method is effective and the solutions in this paper agree well with the series solutions.
出处
《天津大学学报》
EI
CAS
CSCD
1990年第2期52-56,共5页
Journal of Tianjin University(Science and Technology)
关键词
Stoker问题
边界元法
搁支板
Stoker problem, boundary element method, laid plate, geometrically nonlinear restrictions