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Dynamic Response of Hybrid Steel-Composite Structures Subjected to Underwater Impulsive Loading

机译:水下冲击荷载作用下钢混混合结构的动力响应

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摘要

The dynamic response of hybrid steel-composite structures subjected to underwater impulsive loads is analyzed. The analysis focuses on the effect of varying structural attributes on load carrying capacity, deflection, energy dissipation and damage. The three structural designs studied are monolithic steel plates, steel plates with a carbon-fiber composite affixed to the front-face (impulse-receiving face), and steel plates with a PVC foam and carbon-fiber composite affixed to the front-face. Underwater impulsive loads are generated using a novel experimental setup involving diagnostics for in-plane and out-of-plane strain measurement. The experiments are supported by fully dynamic numerical calculations which account for fluid-structure interactions and damage and failure mechanisms in the materials. For the same applied impulse, the monolithic steel plates experience significant dynamic plasticity and rupture while the hybrid structures do not experience rupture. The results suggest that hybrid steel-composite structures have superior blast-resistance than steel plates with only relatively small increases in overall mass.
机译:分析了水下冲击荷载作用下混合钢复合结构的动力响应。分析的重点是变化的结构属性对承载能力,挠度,能量耗散和破坏的影响。研究的三种结构设计是整体式钢板,将碳纤维复合材料粘贴在正面(脉冲接收面)的钢板以及将PVC泡沫和碳纤维复合材料粘贴在正面的钢板。水下脉冲负载是使用一种新颖的实验装置生成的,该实验装置涉及用于面内和面外应变测量的诊断程序。实验得到全动态数值计算的支持,该数值计算说明了材料中的流体-结构相互作用以及损伤和破坏机理。对于相同的施加脉冲,整块钢板经历显着的动态可塑性和破裂,而混合结构则不经历破裂。结果表明,杂化钢复合结构的抗爆炸性优于钢板,而整体质量的增加相对较小。

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