基于使用工况的双梁起重机疲劳寿命分析OA
Fatigue life analysis of double-girder crane based on operating conditions
针对起重机长期超工作级别使用导致疲劳破坏、动力机构过载以及安全保护装置失效等安全隐患,开展基于使用工况的双梁起重机疲劳寿命分析.采用有限元法建立双梁桥式起重机桥架模型,设定无冲击与双向冲击两类典型疲劳工况(含大车运行制动同时重物突然起升),计算各工况下结构疲劳安全系数,并与现场实际疲劳裂纹位置进行对比验证.双向冲击工况下,主梁跨中疲劳安全系数由1.14 降至1.12,主梁跨端由0.969 降至0.960,疲劳危险点位于主端梁法兰连接处,与现场裂纹位置高度吻合.研究结果表明:违规双向甚至三向同时操作,会显著加剧起重机结构疲劳损伤,存在极大安全隐患.本方法可有效识别疲劳薄弱位置,为设计优化及操作规范制定提供理论依据.
In relation to safety hazards such as fatigue failure,overload of power mechanisms,and failure of safety protection devices caused by long-term overwork of cranes beyond their working levels,a fatigue life analysis of double-girder cranes based on usage conditions was carried out.A finite element method was used to establish a model of the crane's bridge frame,and two typical fatigue working conditions,namely,no impact and bidirectional impact(including sudden lifting of the load while the trolley is braking),were set.The fatigue safety factors of the structure under each working condition were calculated and compared with the actual fatigue crack positions on site for verification.Under the bidirectional impact condition,the fatigue safety factor at the mid-span of the main girder decreased from 1.14 to 1.12,and at the end of the main girder,it dropped from 0.969 to 0.960.The fatigue critical point was located at the flange connection of the main end girder,which was highly consistent with the actual crack position on site.The research results show that illegal bidirectional or even tri-directional simultaneous operation can significantly aggravate the fatigue damage of the crane structure and pose a great safety hazard.The method proposed in this paper can effectively identify the fatigue weak points and provide a theoretical basis for optimization in the design stage and the formulation of operation norms.
赵永耀;丰树礼;冯俊
河南省矿山起重机有限公司,河南 长垣 453000河南省矿山起重机有限公司,河南 长垣 453000河南中欧智能起重机有限公司,河南 长垣 453000
机械制造
起重机超工作级别疲劳破坏双向冲击裂纹位置
cranesbeyond their working levelfatigue damagebidirectional impactactual crack position
《重型机械》 2026 (3)
84-89,6
河南省科技研发联合基金(产业类)资助项目(245101610033)
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