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Experimental and numerical studies on buckling and post-buckling behavior of T-stiffened variable stiffness panels
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作者 Yan HUANG Yahui ZHANG +3 位作者 Bin KONG Jiefei GU Zhe WANG Puhui CHEN 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2024年第10期459-470,共12页
Currently,experimental research on variable stiffness design mainly focuses on laminates.To ensure adaptability in practical application,it is imperative to conduct a systematic study on stiffened variable stiffness s... Currently,experimental research on variable stiffness design mainly focuses on laminates.To ensure adaptability in practical application,it is imperative to conduct a systematic study on stiffened variable stiffness structures,including design,manufacture,experiment,and simulation.Based on the minimum curvature radius and process schemes,two types of T-stiffened panels were designed and manufactured.Uniaxial compression tests have been carried out and the results indicate that the buckling load of variable stiffness specimens is increased by 26.0%,while the failure load is decreased by 19.6%.The influence mechanism of variable stiffness design on the buckling and failure behavior of T-stiffened panels was explicated by numerical analysis.The primary reason for the reduced strength is the significantly increased load bearing ratio of stiffeners.As experimental investigations of stiffened variable stiffness structures are very rare,this study can be considered a reference for future work. 展开更多
关键词 Variable stiffness composite BUCKLING POST-BUCKLING Finite element method Stiffened panels
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