Theoretical prediction for large deflection with local indentation of sandwich beam under quasi-static lateral loading
Theoretical prediction for large deflection with local indentation of sandwich beam under quasi-static lateral loading
复制标题
准静态侧向荷载作用下夹层梁局部压痕大挠度的理论预测
DOI：
10.1016/j.compstruct.2018.02.097
复制
发表时间：
2018-05-15
影响因子：
6.3
通讯作者：
Wang, Fenghui
中科院分区：
文献类型：
--
作者：
Hao, Wenqian;Xie, Jiamiao;Wang, Fenghui
By taking local indention effect and foam core strength into account in the overall deflection process, a novel theoretical model is investigated to predict the large deflection with local indentation of sandwich beam under quasi-static lateral loading. The theoretical and numerical models of lateral crushing force and total plastic energy are proposed and the theoretical results agree well with numerical and experimental results of previous researches. The results conclude that local indention phase plays an important role in initial collapse deflection of sandwich beam when maximum deflection is greater than face sheets thickness. In addition, the theoretical results with and without local indention phase of total plastic energy are compared and it shows that total plastic energy of sandwich beam will be overestimated if local indention phase is neglected. The present analytical model can predict the large deflection behavior with local indention of sandwich beam reasonably.
