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基于加速腐蚀的起重机钢结构时变可靠性实验及应用OA

中文摘要英文摘要

为研究起重机金属结构在服役全寿命周期内的时变可靠性,文中以 Q345B 钢材为研究对象,通过中性盐雾试验(NSS)进行加速腐蚀试验以模拟 0~60 a 的自然腐蚀过程,测试了不同腐蚀周期下试样的腐蚀深度、屈服强度和疲劳寿命等关键参数,并构建了腐蚀深度时变模型、屈服强度退化模型和疲劳寿命折减模型.分析结果表明:腐蚀深度与时间符合幂函数关系,屈服强度影响系数、疲劳寿命折减系数遵循指数衰减规律.将模型应用于 320 t/50 t 桥式起重机主梁的时变可靠性分析工程实例,揭示了任意时刻起重机主梁结构的可靠度,结果显示无防腐措施时结构在服役30 a后可靠度指标低于1.0,探求了起重机真实寿命,这一分析结果为起重机金属结构的全寿命周期可靠性预测提供了理论依据和数据支撑.

To investigate the time-dependent reliability of crane metal structures throughout their service life,Q345B steel,which is widely used,was selected as the research material.Accelerated corrosion tests were conducted using neutral salt spray test(NSS)to simulate the natural corrosion process over 0 to 60 years.Key parameters such as corrosion depth,yield strength,and fatigue life were measured under different corrosion cycles.Time-dependent models for corrosion depth,yield strength degradation,and fatigue life reduction were developed.Analysis results showed that corrosion depth follows a power-law relationship with time,while the yield strength influence coeffcient and fatigue life reduction coeffcient exhibit exponential decay patterns.Application of these models to a practical example of time-dependent reliability analysis of a 320 t/50 t bridge crane's main beam revealed the structural reliability at any given moment.The results indicated that without anti-corrosion measures,the reliability index dropped below 1.0 after 30 years of service,and the actual service life of cranes is reviewed,which provides a theoretical basis and data support for predicting the full-life-cycle reliability of crane metal structures.

王松雷;魏斌;薛志钢

江苏省特种设备安全监督检验研究院无锡分院 无锡 214171||国家桥门式起重机械产品质量检验检测中心 无锡 214174||江苏省市场监管重点实验室(起重运输机械安全与节能) 无锡 214174浙江双鸟起重设备有限公司 绍兴 312455江苏省特种设备安全监督检验研究院无锡分院 无锡 214171||国家桥门式起重机械产品质量检验检测中心 无锡 214174||江苏省市场监管重点实验室(起重运输机械安全与节能) 无锡 214174

机械制造

起重机钢结构加速腐蚀时变可靠度全生命周期退化模型

cranesteel structureaccelerated corrosiontime-dependent reliabilitywhole life cycledegradation model

《起重运输机械》 2026 (8)

79-84,6

苏省特检院院内科技计划项目资助[KJ(Y)202530]

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