屈曲
结构工程
模式(计算机接口)
有限元法
弯曲
非线性系统
材料科学
频道(广播)
航程(航空)
工程类
复合材料
计算机科学
物理
量子力学
操作系统
电气工程
作者
Zbigniew Kołakowski,Tomasz Kubiak,Monika Zaczynska,Filip Kaźmierczyk
标识
DOI:10.1016/j.ijmecsci.2020.105723
摘要
The paper deals with nonlinear buckling analysis of thin-walled lip-channel section beams subjected to pure bending. The short and medium length beams made of steel and laminates have been considered. The special attention has been paid on interactive buckling with local, primary and secondary global-distortional modes. The influence of different buckling modes as an initial geometrical imperfection on postbuckling behaviour have been analysed. The semi-analytical method (SAM) has been employed. Additionally, a new FEM model was developed to verifying results obtained from SAM. This validation was helpful to find the range of application of SAM.
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