Theoretical prediction for large deflection with local indentation of sandwich beam under quasi-static lateral loading

被引:12
作者
Hao, Wenqian [1 ]
Xie, Jiamiao [1 ]
Wang, Fenghui [1 ]
机构
[1] Northwestern Polytech Univ, Biinspired & Adv Energy Res Ctr, Dept Engn Mech, Xian 710129, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Sandwich structures; Plastic deformation; Analytical modeling; Numerical analysis; Local indentation; WALLED CORRUGATED TUBES; DOUBLE SCALE ANALYSIS; METALLIC FOAM CORES; INSTABILITY PHENOMENA; STRUCTURAL PERFORMANCE; SINUSOIDAL PATTERNS; PLASTIC FOUNDATION; ENERGY-ABSORPTION; DYNAMIC-RESPONSE; FINITE-ELEMENT;
D O I
10.1016/j.compstruct.2018.02.097
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
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.
引用
收藏
页码:206 / 216
页数:11
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