摘要
现有的正交各向异性的平面应变问题的各种计算方法都是很复杂的,本文根据一种新单元模型来求解带裂纹的正交各向异性的平面应变问题,再与有限元法进行比较,可以发现两种方法得到的位移与应力吻合良好。
For orthotropic plane strain problems,the various existing calculation methods are very complex.In this paper the orthotropic plane strain problem with cracks have solved by using a new element model,and compared with the finite element method,it can be found that the displacements and the stresses of the two methods are in good agreement.
出处
《低温建筑技术》
2014年第8期92-94,共3页
Low Temperature Architecture Technology
