Dynamic compressive response of gradient truss–core sandwich structure subjected to underwater shock loading

Lihong Yang, Zexu Zhang, Yalun Dong, Jia Qu, Linzhi Wu
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Abstract

The dynamic compressive responses of a multi–layer sandwich structures with the truss core were studied experimentally and numerically under the underwater explosion shock loading. A three–layer truss-core sandwich specimen was designed and fabricated from the stainless steel. The density gradient between core layers is realized by changing the cross-sectional size of the truss members in the core layer. A water tank explosion testing device was employed to carry out the underwater explosion experiment. The finite element method was used to investigate the influences of the layered strategy of structures and the density gradient between core layers on the dynamic response. The results reveal that the density–decreasing sandwich panels CBA has the optimal underwater explosion resistance, and the explosion resistance increases as the decrease of the density gradient ratio.
水下冲击荷载作用下梯度桁芯夹层结构的动力压缩响应
实验和数值研究了带桁架核心的多层夹层结构在水下爆炸冲击载荷作用下的动力压缩响应。以不锈钢为材料,设计制作了三层桁架芯夹芯试件。通过改变核心层内桁架构件的截面尺寸来实现核心层间的密度梯度。采用水箱爆炸试验装置进行水下爆炸试验。采用有限元方法研究了结构分层策略和核心层间密度梯度对动力响应的影响。结果表明,CBA降密度夹层板具有最佳的水下抗爆性能,其抗爆性能随密度梯度比的减小而增大。
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