Dynamic Response of Metallic Y-Frame Core Sandwich Panels Subjected to Air Blast Loading: Numerical Investigation

Ting-yu Liu, Yuansheng Cheng, Jun Liu, Ganchao Chen, Changhai Chen, Pan Zhang
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Abstract

In this paper, the dynamic response of metallic Y-frame core sandwich plates subjected to air blast loading was investigated by employing the LS-DYNA software. The blast wave was generated by the directly detonation of TNT explosives. The deformation/failure modes and associated structural response were identified and analyzed in detail. Main attention was paid to explore the effects of face sheet thicknesses and core web thickness on the deformation response of Y-frame core sandwich plates. A comparison on the blast performance were drawn among the Y-frame core sandwich panel, corrugated core sandwich panel and solid plate in equal areal mass. Numerical results revealed that the Y-frame core sandwich panel experienced indent deformation in the front face, strut buckling in the core and large bending deformation in the back face under the stand-off distance of 100 mm. Increasing the face sheets and core web thicknesses could improve the blast performance of Y-frame core sandwich panels. The deflections of face sheets were sensitive to the variation of front face sheet and core thicknesses. Moreover, Y-frame sandwich panel has comparable anti-blast capacity with the corrugated counterparts and exhibits superior blast resistance than the solid plate.
金属y型框架芯芯夹层板在风荷载作用下的动力响应:数值研究
本文采用LS-DYNA软件对金属y型框架芯芯夹层板在空气爆炸荷载作用下的动力响应进行了研究。爆炸冲击波是由TNT炸药直接爆炸产生的。对结构的变形/破坏模式和相应的结构响应进行了识别和分析。重点研究了面板厚度和腹板厚度对y型框架芯芯夹层板变形响应的影响。对等面积质量的y型芯芯夹芯板、波纹芯芯夹芯板和实心板的爆破性能进行了比较。数值计算结果表明,在100mm的距离下,y型框架芯芯夹芯板前端面发生缩进变形,芯芯处发生支撑屈曲,后端面发生较大弯曲变形。增加面板厚度和芯板厚度可以改善y型框架芯板的抗爆性能。端面板的挠度对前端面板和岩心厚度的变化非常敏感。此外,y型框架夹芯板具有与波纹板相当的抗爆破能力,并表现出优于实心板的抗爆破能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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