·2,447,543篇论文数据,部分数据来源于NoteExpress
简单梁模型算例表明:该方法求得的各阶屈曲温度临界值和屈曲模态与AN SY S薄壳有限元解吻合较好;
The predicted critical buckling temperature and buckling modes for a simple model by using the beam elements are in good agreement with the finite shell element solution by ANSYS.
youdao
应用推荐
模块上移
模块下移
不移动