Estimation of Fatigue Life of Long-Span Bridge by Considering Vehicle-Bridge Coupled Vibration

Ling Jiao
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Abstract

To estimate the fatigue life of long-span steel bridge more accurately, this paper proposes a method for estimating the fatigue life of long-span bridges by considering vehicle-bridge coupled vibration. Firstly, the universal equation of vehicle-bridge vibration is derived based on triaxial standard multi-scale model of fatigue vehicle and bridge, and relevant program for vehicle-bridge coupled vibration is programmed. Secondly, a method for estimating the fatigue life of long-span steel bridge is proposed based on fracture mechanics theories, and the analysis process is expounded in details. Finally, the method for estimating fatigue life proposed in this paper is verified by taking a double pylon cable- stayed bridge with orthotropic steel bridge deck slab as an example.
考虑车桥耦合振动的大跨度桥梁疲劳寿命估算
为了更准确地估算大跨度钢桥的疲劳寿命,提出了一种考虑车桥耦合振动的大跨度钢桥疲劳寿命估算方法。首先,基于疲劳车桥三轴标准多尺度模型,推导了车桥耦合振动的通用方程,并编制了车桥耦合振动计算程序;其次,提出了一种基于断裂力学理论的大跨度钢桥疲劳寿命估算方法,并详细阐述了其分析过程。最后,以正交各向异性钢桥面板双塔斜拉桥为例,对本文提出的疲劳寿命估算方法进行了验证。
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