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Shear force-based method and application for real-time monitoring of moving vehicle weights on bridges

机译:基于剪切力的桥梁移动车辆重量实时监测方法及应用

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A new approach for monitoring the weight of trucks in motion using the bridge response is introduced in this article. The proposed technique is based on the use of strain rosettes for acquisition of shear strains near bridge supports. Bridge weigh-in-motion monitoring using shear force is a new approach that differs from the prevailing techniques based on the measurement of flexural strains. Formulations are introduced using the shear force response of the bridge in the computation of gross vehicle weights. The method requires truck speeds, influence lines, and shear force responses for the computation of gross vehicle weight. All these are acquired by two sets of rosette sensors attached in series on the webs of bridge girders. An experimental program was designed to evaluate the response of the proposed approach in real-time monitoring of moving truck weights. This was accomplished by instrumentation and load testing of a two-span prestressed concrete box girder bridge by a calibrated truck. Field test results are presented and compared with the actual weight of the calibrated truck.
机译:本文介绍了一种使用桥梁响应来监视运动中卡车重量的新方法。所提出的技术是基于应变花环的使用,以获取桥架附近的剪切应变。使用剪切力的桥梁运动中称重监控是一种新方法,它不同于基于弯曲应变测量的主流技术。在计算车辆总重量时,使用桥梁的剪力响应来引入配方。该方法需要卡车速度,影响线和剪切力响应来计算车辆总重量。所有这些都是通过两组串联在桥式大梁腹板上的玫瑰花形传感器获得的。设计了一个实验程序,以评估所提出方法在实时监测移动卡车重量方面的响应。这是通过使用校准卡车对两跨预应力混凝土箱梁桥进行仪器测试和载荷测试来完成的。给出现场测试结果,并将其与经过校准的卡车的实际重量进行比较。

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