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Experimental investigation of the behavior of aramid fiber reinforced polymer confined concrete subjected to high strain-rate compression

机译:芳纶纤维增强聚合物约束混凝土在高应变速率压缩下的性能试验研究

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This study investigated the behavior of aramid fiber reinforced polymer (AFRP) confined concrete subjected to high strain-rate compression. A total of 71 specimens were tested under quasi-static and high strain-rate axial compression using a hydraulically-driven testing system and a 100-mm-diameter split Hopkinson pressure bar apparatus, respectively. Influence of the loading rate was examined with strain rates ranging from 80 to 170 s(-1). The influence of lateral confinement level was also examined by varying the number of AFRP layers and imposing different strain rates. The experimental results indicate that the dynamic strength, ultimate strain and energy absorption density are sensitive to strain rate, and that the external AFRP confinement significantly improves these properties. In addition, this paper discusses the strengthening and toughening mechanisms of AFRP jackets. (C) 2015 Elsevier Ltd. All rights reserved.
机译:这项研究调查了芳纶纤维增强聚合物(AFRP)约束混凝土在高应变率压缩下的性能。分别使用液压驱动的测试系统和直径为100 mm的霍普金森分流式压力棒设备分别在准静态和高应变率轴向压缩下测试了71个试样。用80至170 s(-1)的应变速率检查了加载速率的影响。还通过改变AFRP层的数量和施加不同的应变率来检查横向约束水平的影响。实验结果表明,动态强度,极限应变和能量吸收密度对应变速率敏感,而外部AFRP约束显着改善了这些性能。此外,本文还讨论了AFRP夹克的强化和增韧机理。 (C)2015 Elsevier Ltd.保留所有权利。

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