GFRP-Bonded RC Beams under Sustained Loading and Tropical Weathering

M. Saha, K. Tan
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引用次数: 6

Abstract

Synopsis: A study on glass FRP-bonded RC beams subjected to sustained loading under tropical weathering is reported. Beams were observed for long-term deflections and cracking due to sustained loading over different periods of time, after which they were unloaded and subsequently tested to failure. Beams subjected to outdoor tropical weathering for six months showed 8% larger deflections and 15% larger crack widths compared to those kept under ambient laboratory condition. Under accelerated weathering in a chamber, similar increase in deflections and crack widths were observed. Also, after six months of accelerated weathering, the ultimate flexural strength was about 17% and 12% less for beams bonded with uniand bi-directional glass FRP laminates, respectively, compared to the un-weathered reference beams. The failure mode changed from concrete crushing to FRP rupture with weathering period, indicating the deterioration of FRP laminates. The effect of weathering was more detrimental in the presence of sustained loads.
持续荷载和热带风化作用下的gfrp粘结RC梁
摘要:本文报道了热带风化作用下玻璃frp粘结RC梁承受持续荷载的研究。在不同时期的持续加载下,观察梁的长期挠曲和开裂,之后卸载并随后进行失效测试。与实验室环境条件下的梁相比,经受室外热带风化6个月的梁挠度增大8%,裂缝宽度增大15%。在室内加速风化下,观察到类似的挠度和裂缝宽度增加。此外,经过六个月的加速风化后,与未风化的参考梁相比,使用单向和双向玻璃钢层压板粘结的梁的极限抗弯强度分别降低了17%和12%。随着风化期的延长,FRP层合板的破坏模式由混凝土破碎转变为FRP断裂,表明FRP层合板的劣化。在持续荷载存在的情况下,风化的影响更为有害。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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