首页> 外文会议>International Conference on Shock amp; Impact Loads on Structures; 20071017-19; Beijing(CN) >NUMERICAL ANALYSIS ON BLAST RESISTANT CAPABILITY OF REINFORCED CONCRETE SLAB
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NUMERICAL ANALYSIS ON BLAST RESISTANT CAPABILITY OF REINFORCED CONCRETE SLAB

机译:钢筋混凝土板抗爆性能的数值分析

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Reinforced concrete slabs of the critical structures, such as embassies,government buildings and power plants, need to be designed to resist blast loading.In order to design the reinforced concrete slabs properly, the dynamic response of reinforced concrete slab under blast loading should be studied first. In this paper, the numerical model of reinforced concrete slab is established using the explicit dynamic analysis software. Both the strain rate effect and the damage accumulation are taken into account in the material model. The dynamic responses of the reinforced concrete slabs subjected to blast loading with different equivalent masses of TNT are analyzed.Parametric studies are also carried out to investigate the influence of concrete strength, thickness and reinforcement ratio on the blast resistant behavior of the reinforced concrete slab. Based on the numerical results, some principles in blast resistant design are proposed to improve the blast resistant capability of the reinforced concrete slab.
机译:需要设计使馆,政府大楼和发电厂等关键结构的钢筋混凝土板,以抵抗爆炸载荷。为了正确设计钢筋混凝土板,应研究爆炸荷载下钢筋混凝土板的动力响应。第一。本文利用显式动力分析软件建立了钢筋混凝土平板的数值模型。材料模型中同时考虑了应变率效应和损伤累积。分析了不同TNT当量质量的钢筋混凝土板在爆炸荷载作用下的动力响应,并进行了参数研究,研究了混凝土强度,厚度和配筋率对钢筋混凝土板抗爆炸性能的影响。基于数值结果,提出了抗爆设计的一些原则,以提高钢筋混凝土板的抗爆性能。

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