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Fatigue Crack Assessment for Orthotropic Steel Deck Based on Compound Poisson Process

机译:基于复合泊松过程的正交钢甲板疲劳裂纹评估

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摘要

This study presents a crack propagation stochastic process model for orthotropic steel deck (OSD) based on the structural health monitoring (SHM) data. An inhomogeneous compound Poisson process model, which is integrated into four types of Poisson models, is proposed to describe the daily random traffic flow. The transient analysis was performed by the finite element model (FEM) to turn the vehicle load model into fatigue stress model. The OSD strain measured data and calculated data by the FEM were compared to verify the computational result. Then, the crack propagation model was deduced by combining the stress model and fracture mechanics. Furthermore, the fatigue crack growth rate under different vehicles load sequence and overload vehicles is discussed. The results show that the loading sequence, which is the higher vehicle load in the front of the row, causes more fatigue damage than do the other loading sequences. The crack propagation slowed down under the overloading vehicle, and an overload correction factor is proposed, with value as 0.804 for engineering applications in this study.
机译:本研究介绍了基于结构健康监测(SHM)数据的正交钢甲板(OSD)的裂缝传播随机过程模型。建议综合成为四种类型的泊松模型的不均匀复合泊松过程模型,以描述日常随机交通流量。瞬态分析由有限元模型(FEM)进行,使车载载荷模型变为疲劳应力模型。比较OSD应变测量数据和由FEM的计算数据以验证计算结果。然后,通过组合应力模型和裂缝力学来推导裂缝传播模型。此外,讨论了不同车辆负载序列和过载车辆下的疲劳裂纹生长速率。结果表明,负载序列是排行前部的较高的车辆载荷,导致更多的疲劳损坏而不是其他装载序列。在超载车辆下减慢的裂缝传播,提出过载校正因子,在本研究中具有0.804的值为0.804。

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  • 来源
    《Journal of bridge engineering》 |2020年第8期|04020057.1-04020057.13|共13页
  • 作者单位

    Hunan Univ Technol Dept Sch Civil Engn Zhuzhou 412007 Peoples R China;

    Hunan Univ Technol Dept Sch Civil Engn Zhuzhou 412007 Peoples R China;

    Beijjng Univ Civil Engn & Architecture Dept Beijing Adv Innovat Ctr Future Urban Design Beijing 100044 Peoples R China;

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