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Anti-Explosion Performance of Composite Blast Wall with an Auxetic Re-Entrant Honeycomb Core for Offshore Platforms

机译:复合爆破墙的防爆性能,具有扶手再参赛者蜂窝核心用于海上平台

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摘要

To improve the anti-explosion performance of blast wall in offshore platforms, an auxetic re-entrant blast wall (ARBW) was proposed and designed based on the indentation resistance effect of an auxetic structure. Based on the numerical nonlinear dynamic analysis method verified by the explosion experiment of a conventional steel corrugated blast wall (CBW), the failure mechanisms of ARBW, steel honeycomb sandwich blast wall (HSBW) and CBW were investigated under distributed impulse loads. Computational results demonstrated the excellent anti-explosion performance of the proposed ARBW design. Concerning the minimal deformation at the mid-point of the proposed protective structures, the ARBW performed best. As regards the minimal deformation at the connection, both ARBW and HSBW worked well. The stress distribution of the connection illustrated the different energy absorption and transmission modes of the three blast walls.
机译:为了提高海上平台中爆破墙的防爆性能,提出了一种基于辅助结构的缩进效应来设计和设计辅助再参赛者爆破墙(ARBW)。基于传统钢瓦楞发风壁(CBW)的爆炸实验验证的数值非线性动力学分析方法,在分布式脉冲载荷下研究了ARBW,钢蜂窝夹层砂浆(HSBW)和CBW的故障机制。计算结果表明了所提出的ARBW设计的出色的防爆性能。关于所提出的保护结构的中点的最小变形,ARBW最佳地表达。关于连接时的最小变形,ARBW和HSBW都很好地工作。连接的应力分布说明了三个喷砂壁的不同能量吸收和传动模式。

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