摘要
将无单元法推广到考虑横向剪切变形的板弯曲问题的边界积分方程中,提出了Reissner型板分析的边界无单元法.通过计算实例验证了边界无单元法的有效性.
Appling the element-free method to bending problem of plate which only consists of the cross shear variant, an element-free method is presented in this paper. Numerical examples show that the method is feasible.
出处
《青岛理工大学学报》
CAS
2006年第4期118-120,共3页
Journal of Qingdao University of Technology