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Acoustic Emission Performances of Stressed-GFRP Bars Embedded in Concrete under Accelerated Aging Conditions

机译:加速老化条件下埋入混凝土中的GFRP筋的声发射性能

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This research presents test results of an experimental study to investigate tensile strength degradation of stressed-GFRP bars embedded in concrete after accelerated aging. The experimental program included twelve tensile specimens with two different types of GFRP bars [Wrapped surface (herein, Type-A) and Sand-coated surface (herein, Type-B)]. Specimens were placed in a weathering chamber [46℃ (115℉) and RH: 80%] with a sustained load. In addition, acoustic emission as a nondestructive evaluation was performed to investigate the degradation of GFRP bars. Results revealed that the residual tensile strengths were about 85.5 and 82.5% (reduction by 14.5 and 17.5%) after 300 days of exposure, respectively, for Type-A and Type-B bars. This paper devotes attention to the acoustic emission performance on the aged GFRP tensile curves. Test results indicated that changes in AE parameters due to aging could be identified as strength/stiffness degradation. AE parameters also showed a good correlation with the mechanical responses of test specimens after accelerated aging.
机译:这项研究提供了一项实验研究的测试结果,以研究加速老化后埋置在混凝土中的受压玻璃纤维增​​强筋的​​拉伸强度退化。实验程序包括具有两种不同类型的GFRP条[包裹表面(在此为A型)和砂涂表面(在为B型)]的十二个拉伸试样。将样品置于持续载荷下的风化室[46℃(115℉)和相对湿度:80%]中。另外,进行了声发射作为无损评估,以研究GFRP条的降解。结果显示,暴露于A型和B型钢筋300天后的残余抗拉强度分别约为85.5%和82.5%(降低14.5%和17.5%)。本文关注老化的GFRP拉伸曲线上的声发射性能。测试结果表明,由于老化引起的AE参数的变化可以识别为强度/刚度下降。加速老化后,AE参数也与试样的机械响应具有良好的相关性。

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