STRUCTURAL ANALYSIS TO IMPROVE THE PERFORMANCE OF A RETRACTABLE JOINTED-CRANE: FAILURE DUE TO OVERLOADING

V. Ramírez-Elías, A. Balvantín-García, A. Saldaña-Robles, K. Choo, J. A. Diosdado-De la Peña
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Abstract

This paper proposes a numerical assessment of the after-test failure of a retractable jointed-crane by using finite element analysis (FEA). The original design of the equipment involves a jointed section of coplanar arms and a telescopic section of collinear arms, which complies with the prevalent design standard, applicable for this kind of machinery in Mexico. A prototype of this design was built and was damaged during a beta test, presumably due to a crane misuse. The suggested numerical analysis was carried out in a FEA commercial software by assembling the component by kinematic pairs method, and considering dynamic loads and their resulting reactions at each element. The numerically obtained failure in the components was compared with the observed damage which indicated a difference less than ten percent in the permanent deformation results. Some modifications are recommended on the damaged components to increase the minimum safety factor, reaching up to sixty percent increment in this performance parameter. The causes of the failure are discussed based on the numerical results, and operation recommendations are argued in order to avoid future complications.
提高可伸缩铰接起重机性能的结构分析:超载失效
本文提出了一种基于有限元分析的可伸缩铰接起重机试验后失效的数值评估方法。设备的原始设计包括共面臂的连接段和共线臂的伸缩段,符合墨西哥现行的设计标准,适用于此类机械。这种设计的原型已经建成,并在beta测试期间损坏,大概是由于起重机的误用。在商业有限元软件中,采用运动对法对构件进行装配,并考虑各单元的动载荷及其产生的反作用力。将数值计算得到的构件破坏与实测损伤进行了比较,结果表明永久变形结果的差异小于10%。建议对损坏部件进行一些修改,以增加最小安全系数,该性能参数的增量可达60%。根据数值结果,讨论了失效的原因,并提出了操作建议,以避免今后的并发症。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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