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PERFORMANCE EVALUATION OF FRP REINFORCED CONCRETE SLABS UNDER SOFT IMPACT LOAD

机译:软冲击载荷下FRP钢筋混凝土板的性能评价

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The behavior of FRP reinforced concrete slabs under impact loading is analytically studied by applying a nonlinear dynamic layered finite element method. The accuracy of the analysis is verified by comparisons with test results on full scale slabs. Two different types of carbon based FRP rods are used as reinforcements in normal strength and also high strength concrete specimen slabs. Consequently, the analysis is found to be capable of predicting the ultimate response and also impact failure modes of the various slabs. Finally, performance of different types of concrete slabs under impact loading is analytically evaluated based on the following indices; impact load at failure, deflection at failure, cracking load, volume displaced and impact failure mode. The evaluation results point out the optimal combinations of concrete and reinforcement materials suitable for impact loading conditions.
机译:通过施加非线性动态分层有限元方法,分析了FRP钢筋混凝土板的行为。通过对全尺度板上的测试结果进行比较验证了分析的准确性。两种不同类型的碳基FRP棒用作正常强度和高强度混凝土样品板的增强件。因此,发现分析能够预测各种板坯的最终响应以及影响失效模式。最后,基于以下指数分析了撞击载荷下不同类型的混凝土板的性能;撞击载荷在发生故障,故障偏转,裂缝,卷,卷流离失所和冲击失效模式。评价结果指出适用于冲击载荷条件的混凝土和增强材料的最佳组合。

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