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Simulation of Prestressed Concrete Sandwich Panels Subjected to Blast Loads

机译:爆炸载荷作用下预应力混凝土夹芯板的模拟

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This paper discusses simulation methodology used to analyze static and dynamic behavior of foam insulated concrete sandwich wall panels through ultimate capacity. The experimental program used for model development and validation involved component-level testing, as well as both static and dynamic testing of full-scale wall panels. The static experiments involved single spans and double spans subjected to near-uniform distributed loading. The dynamic tests involved spans up to 30 ft tall that were subjected to impulse loads generated by an external explosion. Primary modeling challenges included: (1) accurately simulating prestressed initial conditions in an explicit dynamic code framework, (2) simulating the foam insulation in the high strain rate environment, and (3) simulating shear transfer between wythes, including frictional slippage and connector rupture. After validation, the models will be used to conduct additional behavioral studies and parametric analyses, and assess and improve methodology currently used in the design of foam insulated precast/prestressed sandwich panels for blast loads.
机译:本文讨论了用于通过极限承载力分析泡沫绝缘混凝土夹芯墙板的静态和动态行为的仿真方法。用于模型开发和验证的实验程序涉及组件级测试,以及全尺寸墙板的静态和动态测试。静态实验涉及承受均匀分布载荷的单跨度和双跨度。涉及的动态测试跨度高达30英尺高,承受外部爆炸产生的脉冲载荷。主要的建模挑战包括:(1)在显式的动态代码框架中准确模拟预应力的初始条件;(2)在高应变率环境中模拟泡沫绝缘;以及(3)模拟Wythes之间的剪切传递,包括摩擦滑移和连接器破裂。验证后,该模型将用于进行其他行为研究和参数分析,并评估和改进目前用于爆炸载荷的泡沫绝缘预制/预应力夹芯板设计中使用的方法。

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