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A Strain-Based Load Identification Model for Beams in Building Structures

机译:基于应变的建筑结构梁荷载识别模型

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摘要

A strain-based load identification model for beam structures subjected to multiple loads is presented. The number of sensors for the load identification model is the same as the number of load conditions acting on a beam structure. In the model, the contribution of each load to the strains measured by strain sensors is defined. In this paper, the longitudinal strains measured from multiplexed fiber Bragg grating (FBG) strain sensors are used in the load identification. To avoid the dependency on the selection of locations for FBG sensors installed on a beam structure, the measured strain is expressed by a general form of a strain sensing model defined by superimposing the distribution shapes for strains from multiple loads. Numerical simulation is conducted to verify the model. Then, the load identification model is applied to monitoring of applied loads on a 4 m-long steel beam subjected to two concentrated loads. In the experiment, seven FBG sensors and nine electrical strain gages (ESGs) were installed on the surface of the bottom flange. The experimental results indicate a good agreement between estimated loadings from the model and the loads applied by a hydraulic jack.
机译:提出了梁结构在多载荷作用下的基于应变的载荷识别模型。载荷识别模型的传感器数量与作用在梁结构上的载荷条件数量相同。在模型中,定义了每个载荷对应变传感器测得的应变的贡献。在本文中,从多路光纤布拉格光栅(FBG)应变传感器测得的纵向应变用于载荷识别。为了避免依赖于安装在梁结构上的FBG传感器的位置选择,所测量的应变由应变感测模型的一般形式表示,该模型通过叠加来自多个载荷的应变的分布形状来定义。进行数值模拟以验证模型。然后,将载荷识别模型应用于监视承受两个集中载荷的4 m长钢梁上施加的载荷。在实验中,底部法兰的表面安装了七个FBG传感器和九个电应变计(ESG)。实验结果表明,模型估算的载荷与液压千斤顶施加的载荷之间有很好的一致性。

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