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Multifunctional Cement Composites Strain and Damage Sensors Applied on Reinforced Concrete (RC) Structural Elements

机译:多功能水泥复合材料应变传感器在钢筋混凝土(RC)结构元件上的应用

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摘要

In this research, strain-sensing and damage-sensing functional properties of cement composites have been studied on a conventional reinforced concrete (RC) beam. Carbon nanofiber (CNFCC) and fiber (CFCC) cement composites were used as sensors on a 4 m long RC beam. Different casting conditions (in situ or attached), service location (under tension or compression) and electrical contacts (embedded or superficial) were compared. Both CNFCC and CFCC were suitable as strain sensors in reversible (elastic) sensing condition testing. CNFCC showed higher sensitivities (gage factor up to 191.8), while CFCC only reached gage factors values of 178.9 (tension) or 49.5 (compression). Furthermore, damage-sensing tests were run, increasing the applied load progressively up to the RC beam failure. In these conditions, CNFCC sensors were also strain sensitive, but no damage sensing mechanism was detected for the strain levels achieved during the tests. Hence, these cement composites could act as strain sensors, even for severe damaged structures near to their collapse.
机译:在这项研究中,已经在常规钢筋混凝土(RC)梁上研究了水泥复合材料的应变感应和损伤感应功能特性。碳纳米纤维(CNFCC)和纤维(CFCC)水泥复合材料用作4 m长RC梁上的传感器。比较了不同的铸造条件(原位或附着),使用位置(在拉力或压力下)和电触点(嵌入式或表面)。 CNFCC和CFCC都适合作为可逆(弹性)传感条件测试中的应变传感器。 CNFCC显示更高的敏感度(高达191.8的应变系数),而CFCC仅达到178.9(张力)或49.5(压缩)的应变系数值。此外,还进行了损伤感应测试,逐渐增加了施加的载荷,直至RC梁失效。在这些条件下,CNFCC传感器也对应变敏感,但是对于在测试过程中达到的应变水平,未检测到损坏感应机制。因此,这些水泥复合材料甚至可以用作应变传感器,甚至适用于坍塌附近的严重受损结构。

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