梁景恒, 王兆勋, 董园园, 陈俊宏, 张子博, 张涛. 基于High-Goodman耐候钢腐蚀深度与疲劳强度关系研究[J]. 失效分析与预防, 2023, 18(5): 320-325. DOI: 10.3969/j.issn.1673-6214.2023.05.007
    引用本文: 梁景恒, 王兆勋, 董园园, 陈俊宏, 张子博, 张涛. 基于High-Goodman耐候钢腐蚀深度与疲劳强度关系研究[J]. 失效分析与预防, 2023, 18(5): 320-325. DOI: 10.3969/j.issn.1673-6214.2023.05.007
    LIANG Jing-heng, WANG Zhao-xun, DONG Yuan-yuan, CHEN Jun-hong, ZHANG Zi-bo, ZHANG Tao. Relationship Between Corrosion Depth and Fatigue Limit of Weathering Steel Based on High-Goodman[J]. Failure Analysis and Prevention, 2023, 18(5): 320-325. DOI: 10.3969/j.issn.1673-6214.2023.05.007
    Citation: LIANG Jing-heng, WANG Zhao-xun, DONG Yuan-yuan, CHEN Jun-hong, ZHANG Zi-bo, ZHANG Tao. Relationship Between Corrosion Depth and Fatigue Limit of Weathering Steel Based on High-Goodman[J]. Failure Analysis and Prevention, 2023, 18(5): 320-325. DOI: 10.3969/j.issn.1673-6214.2023.05.007

    基于High-Goodman耐候钢腐蚀深度与疲劳强度关系研究

    Relationship Between Corrosion Depth and Fatigue Limit of Weathering Steel Based on High-Goodman

    • 摘要: 客货运轨道交通车辆经长时间运行后会发生局部锈蚀甚至锈穿的现象,给车体结构服役带来巨大的安全隐患。为了研究腐蚀深度对车体结构疲劳强度的影响,从现车截取不同腐蚀深度的试样进行疲劳试验,获得疲劳极限,借助车体强度仿真计算和High-Goodman疲劳极限图开展耐候钢腐蚀深度与疲劳关系研究。结果表明:车体腐蚀部位的失效模式为均匀腐蚀+局部点蚀,不同腐蚀深度试样的中值疲劳极限应力相差不大,约为未腐蚀状态下试样中值疲劳极限应力的65%,疲劳失效均起源于点蚀坑;当试样腐蚀深度达到30%时触发High-Goodman的安全疲劳边界,腐蚀深度超过50%时将触发疲劳仿真计算边界,给车体结构服役安全带来疲劳失效危害。

       

      Abstract: After long-term working, passenger and freight rail transit vehicles may suffer localized corrosion or even rust wear,posing a huge threat to the structure service safety. In order to study the influence of corrosion depth on the fatigue strength of vehicle body structures, fatigue tests were conducted on the specimens with different corrosion depths from existing vehicles to obtain the fatigue limits. The relationship between corrosion depth and fatigue limit was studied based on simulation calculation and High-Goodman fatigue limit diagram. The results show that the failure mode of corrosion parts is uniform corrosion and local pitting. The median fatigue limit stresses of specimens with different corrosion depth show no obvious differences, which is about 65% of the median fatigue limit stress of specimens without corrosion. The fatigue failures of corrosion specimens all originate from pitting. The safety fatigue boundary of High-Goodman may be triggered when the corrosion depth of specimensreaches 30%. While, the simulation calculation boundary may be triggered when the corrosion depth exceeds 50%, leading to fatigue failure hazards to the service safety of vehicle structure.

       

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