摘要
采用无单元法分析了薄板弯曲问题。给出了无单元法插值函数 ,建立薄板弯曲的刚度矩阵。最后 ,通过算例证明该方法是有效的。
This paper analysis the problem of thin plate bend with EFM(Elemenf Free Method),gives the EFM interpolation function,establishes the stiffness matrix. As a result,the method used in this paper is proved valid and efficient by two examples.
出处
《河北建筑科技学院学报》
2001年第3期33-37,共5页
Journal of Hebei Institute of Architectural Science & Technology
