Moving Load Identification with Long Gauge Fiber Optic Strain Sensing

Qingqing Zhang, Wenju Zhao, Jian Zhang
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引用次数: 1

Abstract

Moving load identification has been researched with regard to the analysis of structural responses, taking into consideration that the structural responses would be affected by the axle parameters, which in its turn would complicate obtaining the values of moving vehicle loads. In this research, a method that identifies the loads of moving vehicles using the modified maximum strain value considering the long-gauge fiber optic strain responses is proposed. The method is based on the assumption that the modified maximum strain value caused only by the axle loads may be easily used to identify the load of moving vehicles by eliminating the influence of these axle parameters from the peak value, which is not limited to a specific type of bridges and can be applied in conditions, where there are multiple moving vehicles on the bridge. Numerical simulations demonstrate that the gross vehicle weights (GVWs) and axle weights are estimated with high accuracy under complex vehicle loads. The effectiveness of the proposed method was verified through field testing of a continuous girder bridge. The identified axle weights and gross vehicle weights are comparable with the static measurements obtained by the static weighing.
基于长径光纤应变传感的移动载荷识别
考虑到车轴参数对结构响应的影响,进而使移动车辆荷载的取值变得复杂,在结构响应分析的基础上进行了移动荷载识别研究。本文提出了一种考虑长径光纤应变响应的修正最大应变值识别移动车辆载荷的方法。该方法基于这样的假设,即仅由轴荷载引起的修正最大应变值,通过从峰值中消除这些轴参数的影响,可以很容易地用于识别移动车辆的载荷,该方法不限于特定类型的桥梁,可以应用于桥上有多个移动车辆的情况。数值模拟结果表明,该方法在复杂车辆载荷下具有较高的整车总重和轴重估计精度。通过某连续梁桥的现场试验,验证了该方法的有效性。所识别的轴重和车辆总重与通过静态称重获得的静态测量结果具有可比性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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