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Effect of residual strain on sensing property of FRP-OFBG smart rebar

机译:残余应变对FRP-OFBG智能钢筋传感性能的影响

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摘要

FRP-OFBG smart rebar is the smart structure material, which is the integration of good mechanical property and sensing performance. And FRP-OFBG rebar can be widely used in civil engineering health monitoring. But in the smart rebar application procedure, there is large residual strain exiting in FBG in smart rebar, and multiple-peaked to FBG reflection spectrum, which affect the sensing performance of smart rebar. In this paper, it's theoretically analyzed using FBG to measure the residual strain in FRP after fabrication; In smart rebar pultrusion fabrication processing, the strain and temperature were monitored by two connecting FBGs. It's analyzed FRP fabrication processing through monitoring data; To the multiple-peaked smart rebar, which caused by nonuniform residual strain distributing along FBG length, post thermal treatment was done. The result proved that thermal treatment can improve the spectrum of smart rebar and remove the multiple-peaked phenomenon of smart rebar. But the thermal treatment can't relief the residual strain, and further research about how long will the residual strain recovery at room temperature must be done.
机译:FRP-OFBG智能钢筋是一种智能结构材料,集优良的机械性能和传感性能于一体。 FRP-OFBG钢筋可广泛用于土木工程健康监测。但是在智能钢筋的应用过程中,智能钢筋的FBG中存在较大的残余应变,并且在FBG反射光谱上存在多个峰值,从而影响了智能钢筋的传感性能。在本文中,从理论上分析了使用FBG来测量制造后FRP中的残余应变的方法。在智能钢筋拉挤成型加工过程中,通过两个连接的FBG监测应变和温度。通过监控数据分析了玻璃钢的制造工艺;对于由于沿FBG长度分布不均匀的残余应变而导致的多峰智能钢筋,进行了后热处理。结果证明,热处理可以改善智能钢筋的频谱,消除智能钢筋的多峰现象。但是热处理不能消除残余应变,必须进一步研究室温下残余应变的恢复时间。

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