首页> 外文期刊>International Journal of Civil Engineering,Transaction A:Civil Engineering >Strain/Stress Self-Sensing Precast-Box Culvert: Smart Element Design, and Experimental Verification
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Strain/Stress Self-Sensing Precast-Box Culvert: Smart Element Design, and Experimental Verification

机译:应变/应力自感应预制盒涵洞:智能元素设计和实验验证

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摘要

The present study involves the smart precast box culvert, which can sense the strain and stress achieved based on the fiber optic sensor embedded into the fiber-reinforced polymer. These culverts (2.00 x 2.00 x 2.00 m) was investigated experimentally with different seven trial load tests subject to join the dual box culvert using two steel strand and two smart steel strand (CH2&CH3) which is connected to fiber-reinforced polymer strain sensor for analyzing deformation sensor, line load strain, stress region, and stress-strain self-sensing of the culverts. From the monitored results in this self-sensing static load test, the maximum deformation sensor was 131.75 mu e at the lower smart steel strand (CH3) and the cracks (0.10 mm) initiated on the roof slab of the culverts for a specimen due to bending moment in the culvert not exceeded its moment capacity because the applied load was smaller than the ultimate load. This paper proposes a series of fiber-reinforced polymer strain sensors to connect to the smart strand to completely meet the culvert's requirements, and their sensing performance is come out. This study, therefore, implied that the experimental finding of the fiber-reinforced polymer strain sensors has the potential to monitor the structural health over time.
机译:本研究涉及智能预制盒涵洞,其可以感测基于嵌入纤维增强聚合物的光纤传感器实现的应变和应力。通过不同的七种试验载荷试验研究了这些涵洞(2.00 x 2.00 x 2.00米),其中使用两个钢绞线和两个智能钢绞线(CH2&CH3)连接双盒子涵洞,其连接到纤维增强聚合物应变传感器以分析变形传感器,线路载荷应变,应力区域和涵管应力 - 应变自感应。从监测结果在这种自我传感静态负载测试中,最大变形传感器在较低智能钢绞线(CH3)处为131.75 mu E,并且在由于抑制的挡板的屋顶板上发起裂缝(0.10mm)。围栏中的弯矩不超过其时刻容量,因为施加的负载小于最终负载。本文提出了一系列纤维增强聚合物应变传感器,连接到智能股线,完全满足涵洞的要求,并出现了它们的传感性能。因此,本研究暗示纤维增强聚合物应变传感器的实验发现具有随时间监测结构健康的可能性。

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