车辆作用下开裂混凝土连续梁桥的动力响应分析

DYNAMIC RESPONSE OF CRACKED CONCRETE CONTINUOUS BEAM BRIDGE UNDER MOVING VEHICULAR LOADS

  • 摘要: 将车辆模型视为7自由度的整车模型,混凝土裂缝分为开口裂缝和呼吸裂缝两种类型,建立了多跨变截面损伤混凝土梁的车桥耦合方程并编制了相应的计算程序,且以算例分析结果验证了方法的正确性。对不同裂缝类型、裂缝出现位置、裂缝参数及车辆组合等因素对桥梁冲击系数的影响进行了分析,结果表明:裂缝的存在会使桥梁的冲击系数增大,且开口裂缝所对应的冲击系数要大于呼吸裂缝所对应的冲击系数,裂缝参数、裂缝位置变化及车辆组合等都会对桥梁冲击系数有不同程度的影响。

     

    Abstract: The vehicle was modeled as a seven-degree-of-freedom system, and the cracks on the concrete beam were classified as open crack zone and breathing crack zone. This paper established the coupling equations of motion for vehicle and the multi-span cracked concrete beams with varied sections, and then, the corresponding computer program was developed and validated further. The effects of some parameters on the impact factor of the damaged concrete beams were studied, including crack types (open crack or breathing crack), crack location, crack components and vehicle number. The results show that the impact factors increase with the presence of crack zone, and the effect of open crack zone on the impact factors is more significant than that of breathing crack zone; the impact factors relate to crack components, crack position and the vehicle number on the beam.

     

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