Simulation of Compress Buckling Performance of Composite Stiffened Panel
Finite element method is applied to analyze the buckling performance of composite stiffened panel.Compress buckling critical loads of six types panels with T or Z-section stiffeners are calculated by FEM.The emulational calculation results show that with same cross section area,critical buckling load of panel with T-section stiffeners increases with the reduction of stiffener pitch and the increase of stiffener numbers,while the buckling load of panel with Z-section stiffeners increases to a certain level and then keep almost changeless.To T-section stiffener panels,the relation between thickness of skin and buckling load is approximately quadratic trinominal.Conclusions obtained can offer a referenced measure for the optimization design and engineering application of the structure.
Composite Stiffened panel Buckling Stability FEM
Qing SHAO Yuting HE Teng ZHANG Haiwei ZHANG Qingshan KANG
Engineering College, Air Force Engineering University, Xian 710038, P.R.China
国际会议
香港
英文
1189-1193
2012-07-27(万方平台首次上网日期,不代表论文的发表时间)