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

机译:加速老化条件下混凝土中的应力-GFRP棒的声发射性能

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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°C (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:本实验研究的研究提出了测试结果,调查嵌在混凝土中的加速老化后强调,GFRP棒的拉伸强度下降。实验方案包括12个拉伸试样与两种不同类型的GFRP条纹[裹表面(这里,A型)和砂涂布的表面(本文中,B型)。样品置于耐候室[46℃(115℉)和RH:80%]用持续负载。此外,进行声发射的无损评价研究的GFRP筋降解。结果表明,残留的拉伸强度分别为约85.5和82.5%(减少14.5和17.5%)后曝光300天,对于A型和B型条。本文将注意力放在对老年GFRP拉伸曲线的声发射性能。测试结果表明,由于老化的变化中AE参数可被识别为强度/刚性的劣化。 AE参数也显示出与试样的加速老化后机械反应良好的相关性。

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