氢致脆化下桥梁高强钢焊接节点可靠性的时变加速衰减模型与试验研究

Time varying accelerated decay model and experimental study on reliability of welded joints of high strength steel for bridges under hydrogen embrittlement

  • 摘要: 为揭示氢致脆化对桥梁高强钢焊接节点长期安全性能的时变影响规律,本文通过试验与模型相结合的方法,开展了氢环境下节点的可靠性演化研究。以冷轧连退马氏体高强钢为对象,制备模拟实际节点应力状态的焊接试件,采用电解渗氢试验模拟不同服役环境的氢侵入过程,结合室温拉伸与低周疲劳试验,获取氢致性能劣化数据及断口形貌特征。在此基础上,构建了考虑氢扩散累积效应的节点抗力时变衰减模型,耦合随机载荷过程,建立了氢致脆化下焊接节点时变可靠性分析框架,并定量评估了不同氢浓度环境中节点的可靠度与失效概率时变规律。结果表明:随着氢侵入量增加,节点强度与疲劳寿命显著下降,断口由韧窝状塑性断裂向沿晶脆性断裂转变;可靠性分析进一步揭示,节点可靠度随服役时间呈加速衰减趋势,高氢浓度环境下衰减尤为剧烈,服役至100年时可靠度仅约0.7,对应失效概率达24.2%;低氢浓度环境下同期可靠度维持在1.5左右,失效概率约为6.68%。本研究建立的时变加速衰减模型可为桥梁高强钢焊接节点在氢环境下的寿命预测与差异化管理提供理论依据与数据支撑。

     

    Abstract: In order to reveal the time-varying effect of hydrogen embrittlement on the long-term safety performance of high-strength steel welded joints of bridges, the reliability evolution of joints in hydrogen environment was studied by combining test and model. Taking the cold-rolled continuous annealing martensitic high-strength steel as the object, the welded specimens simulating the actual joint stress state were prepared. The electrolytic hydrogen permeation test was used to simulate the hydrogen invasion process in different service environments. Combined with the room temperature tensile and low cycle fatigue tests, the hydrogen induced property degradation data and fracture morphology characteristics were obtained. On this basis, the time-varying attenuation model of joint resistance considering the cumulative effect of hydrogen diffusion was constructed, and the time-varying reliability analysis framework of welded joints under hydrogen embrittlement was established by coupling the random load process, and the time-varying rules of joint reliability and failure probability in different hydrogen concentration environment were quantitatively evaluated. The results show that with the increase of hydrogen intrusion, the joint strength and fatigue life decrease significantly, and the fracture transition from dimple plastic fracture to intergranular brittle fracture; The reliability analysis further revealed that the node reliability showed an accelerated decline trend with the service time, especially in high hydrogen concentration environment. The reliability was only about 0.7 after 100 years of service, and the corresponding failure probability was 24.2%; Under low hydrogen concentration environment, the reliability of the same period is maintained at about 1.5, and the failure probability is about 6.68%. The time-varying accelerated attenuation model established in this study can provide theoretical basis and data support for the life prediction and differential management of high-strength steel welded joints of bridges in hydrogen environment..

     

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