Load was exerted on the 16 interior nodes by displacement control method, in this way the postbucklingbehavior of this structure was obtained.
试验对该网壳结构内部16个节点采用位移控制法进行比例加载,得到了结构的屈曲后性能。
2
Based on the classical nonlinear plate theory, axisymmetric post-bucklingbehavior of a functionally graded circular plate under radial compression was investigated.