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Fatigue Life Evaluation Method for Foundry Crane Metal Structure Considering Load Dynamic Response and Crack Closure Effect

机译:考虑负荷动力响应和裂纹闭合效果的铸造起重机金属结构疲劳寿命评价方法

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摘要

To compensate for the shortcomings of quasi-static law in anti-fatigue analysis of foundry crane metal structures, the fatigue life evaluation method of foundry crane metal structure considering load dynamic response and crack closure effect is proposed. In line with the theory of mechanical vibration, a dynamic model of crane structure during the working cycle is constructed, and dynamic coefficients under diverse actions are analysed. Calculation models of the internal force dynamic change process of dangerous cross-sections and a simulation model of first principal stress-time history are established by using the steel structure design criteria, which is utilised to extract the change of first principal stress of danger points over time. Then, the double-parameter stress spectrum is obtained by the rain flow counting method. The fatigue life calculation formula is corrected by introducing a crack closure parameter that can be calculated by the stress ratio and the effective stress ratio. Under the finite element model imported into Msc. Patran, crack propagation analysis is performed by the growth method in the fatigue integration module Msc. Fatigue. Taking the metal structure of a 100/40t-28.5m foundry crane with track offset as an example, the accuracy of calculation results and the feasibility and applicability of the proposed method are verified by theoretical calculation and finite element simulation, which provide a theoretical basis for improvement of the fatigue resistance design of foundry cranes.
机译:为了弥补铸造起重机金属结构的抗疲劳分析的准静态法的缺点,提出了考虑负载动态响应和裂纹闭合效果的铸造起重机金属结构的疲劳寿命评价方法。根据机械振动理论,构造了工作循环期间起重机结构的动态模型,分析了各种动作的动态系数。通过使用钢结构设计标准建立了危险横截面的内部力动态变化过程的危险横截面的动态变化过程,利用钢结构设计标准建立了提取危险点的第一个主要压力的变化时间。然后,通过雨流量计数方法获得双参数应力谱。通过引入可以通过应力比和有效应力比来计算的裂纹闭合参数来校正疲劳寿命计算公式。在进口到MSC的有限元模型下。帕特兰,裂纹传播分析由疲劳集成模块MSC中的生长方法进行。疲劳。采用100 / 40T-28.5M铸造起重机的金属结构,具有轨道偏移作为示例,通过理论计算和有限元模拟来验证计算结果的准确性和所提出的方法的可行性和适用性,提供了理论基础提高铸造架疲劳抗性设计。

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