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Distributed strain measurement of a large-scale reinforced concrete beam-column assembly under cyclic loading

机译:循环荷载下大型钢筋混凝土梁柱组合件的分布式应变测量

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In this paper, comparisons are made between the performances of two kinds of distributed sensors, Electric Time Domain Reflectometry (ETDR) cable sensor that is based on the propagation of electromagnetic waves in an electrical cable and Brillouin Optical Time Domain Reflectometry (BOTDR) optical sensor that is based on the propagation of optic pulses and Brillouin scattering that occurs when light is transmitted through the optic fiber. A cable sensor was mounted near the surface of the 80% scale beam-column reinforced concrete assembly that was loaded cyclically until the shear failure occurred. The embedded depth was 0.5 inches. At the same time, a fiber optic sensor was mounted on the surface of the assembly with two installation procedures called Point Fixation (PF) Method and Overall Bonding (OB) Method to measure the strain distribution. Both BOTDR and ETDR sensors were subjected to tension and compression in one loading cycle. Strain distributions obtained from the ETDR and BOTDR sensing systems under different cycle loadings were compared with each other. They were also compared with those measured from the traditional strain gauge.
机译:本文对两种分布式传感器的性能进行了比较,这两种分布式传感器是基于电磁波在电缆中的传播的电时域反射法(ETDR)电缆传感器和布里渊光学时域反射法(BOTDR)光学传感器这是基于光脉冲的传播和布里渊散射(当光通过光纤传输时发生的布里渊散射)。电缆传感器安装在80%比例的梁柱钢筋混凝土组件的表面附近,该组件循环加载直到发生剪切破坏。嵌入深度为0.5英寸。同时,通过两种安装程序将光纤传感器安装到组件的表面,这两种安装程序称为点固定(PF)方法和整体粘结(OB)方法以测量应变分布。 BOTDR和ETDR传感器均在一个加载周期中受到拉伸和压缩。比较了在不同循环载荷下从ETDR和BOTDR传感系统获得的应变分布。他们也与从传统应变仪测量的进行了比较。

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