DYNAMIC BEHAVIOUR OF SANDWICH PLATE WITH DIFFERENT CORE CONFIGURATION UNDER ACTION OF IMPULSIVE LOADING

A. Nemah, Hatem H. Obied
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Abstract

Steel sandwich structures with honeycomb and corrugated cellular cores have demonstrated the capability of supporting significant static bending loads while also enabling effective mitigation of impulse loads, the main objectives to use these structures is weight reduction and isolate or reduce the deflection and stress. This research aims to study the effect of dynamic load on the dynamic properties of various types of sandwich cores then find the best model that withstand high stresses and dissipate loads with less mass was possible. The studied model of sandwich is of dimensions (500x500x100) mm with five cells. Four types of steel sandwich plate (SSP) finite element models of various core types have been created: (1) triangle corrugated core, (2) trapezoid corrugated core, (3) square honeycomb and (4) out-of plane hexagonal honeycomb, the mass of various types was constant with value of 13.75 kg. The SSP types were compared by using ANSYS (15.0) APDL software.The finite element models are examined under the effect of transient concentrated stepped load of (350N) during 10ms. The time history response showed that the minimum von-Mises stress and minimum deflection occur at triangle corrugated SSP with values of stress (12.5Mpa) and deflection (3.8 ), but in energy absorption the square honeycomb is the best type with reduction of stress (99.65%) and reduction of deflection of (98.95%).
不同芯型夹芯板在冲击载荷作用下的动力特性
具有蜂窝和波纹蜂窝芯的钢夹层结构已经证明能够支持显著的静态弯曲载荷,同时也能够有效地减轻冲击载荷,使用这些结构的主要目标是减轻重量,隔离或减少挠曲和应力。本研究旨在研究动载荷对不同类型夹层岩心动力特性的影响,从而找到能够承受高应力和以较小质量消散载荷的最佳模型。所研究的三明治模型尺寸为(500x500x100) mm,有5个单元。建立了四种不同芯型的钢夹芯板(SSP)有限元模型:(1)三角形波纹芯,(2)梯形波纹芯,(3)方形蜂窝和(4)面外六边形蜂窝,各类型的质量均为恒定值,均为13.75 kg。采用ANSYS (15.0) APDL软件对SSP类型进行比较。在(350N)瞬态集中阶跃荷载10ms作用下,对有限元模型进行了验证。时间历史响应表明,三角形波纹型SSP的von-Mises应力最小,挠度最小,应力值为12.5Mpa,挠度值为3.8 mpa,而在能量吸收方面,方形蜂窝型是最好的类型,应力减小(99.65%),挠度减小(98.95%)。
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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