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首页> 外文期刊>Advances in Mechanical Engineering >Lifetime fatigue reliability evaluation of short to medium span bridges under site-specific stochastic truck loading:
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Lifetime fatigue reliability evaluation of short to medium span bridges under site-specific stochastic truck loading:

机译:在特定地点的随机卡车载荷下,中短跨度桥梁的终身疲劳可靠性评估:

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Bridges are vulnerable to the fatigue damage accumulation caused by traffic loading over the service period. A continuous growth in both the vehicle weight and the traffic volume may cause a safety hazard to existing bridges. This study presented a computational framework for probabilistic modeling of the fatigue damage accumulation of short to medium span bridges under actual traffic loading. Stochastic truck-load models were simulated based on site-specific weigh-in-motion measurements. A response surface method was utilized to substitute the time-consuming finite element model for an efficient computation. A case study of a simply supported bridge demonstrated the effectiveness of the computational framework. Numerical results show that the simulated fatigue stress spectrum captures the probability density functions of the heavy traffic loading. The equivalent fatigue stress range increases mostly linearly in the good road roughness condition with the growth of the gross vehicle weight. The vehicle typ...
机译:在服务期内,桥梁易受交通负荷造成的疲劳损伤累积的影响。车辆重量和交通量的持续增长可能会对现有桥梁造成安全隐患。这项研究提供了一个计算框架,用于在实际交通负荷下对中短跨度桥梁疲劳损伤累积进行概率建模。随机卡车负载模型是基于特定于站点的运动中称重测量结果进行仿真的。响应面法被用来代替费时的有限元模型进行有效的计算。一个简单支撑的桥梁的案例研究证明了计算框架的有效性。数值结果表明,所模拟的疲劳应力谱捕获了大交通负荷的概率密度函数。等效疲劳应力范围在良好的道路崎condition条件下随车辆总重的增加而线性增长。车辆型号

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