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Simulation of Fatigue Fracture of a Rubber Rail Support

机译:橡胶轨道支座疲劳断裂的模拟

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Fatigue Crack Growth Characteristics (FCGC), the relationship between the fatiguerncrack growth rate and the strain energy release rate, has been used successfully tornpredict residual strength or the fatigue service life of metallic structures. FCGC hasrnnot been used to the same extent for rubber components, even though rubberrncomponents are often employed in dynamic rather than static applications, for whichrnfatigue mode of failure should be used as the criterion in analysis and design. Thisrnpaper investigates the application of fracture mechanics and FEM in therninvestigation of the propagation of crack in a rubber rail support and the estimationrnof its fatigue service life by using FCGC of a natural rubber. The key technique usedrnin this investigation is to determine the strain energy release rates G of the structurernby using finite element method (FEM) and the virtual crack extension method. ThernG versus crack growth curve is then combined with FCGC to predict the number ofrncycles to failure. For the case of the rubber rail support, because of the high degreernof non-linearity of the problem due to rubber material properties, large deformationrnand great discrepancy between the rigidity of steel and rubber components, thernanalysis is divided into two stages: first a three-dimensional model of the structure isrnanalysed under static loading, the maximum stress thus found and the displacementsrnmeasured in static testing were used to validate an equivalent two-dimensionalrnmodel. Then the two-dimensional model is subjected to the virtual crack extensionrnsimulation, from which the strain energy release rate is found and combined withrnFCGC of rubber to determine the service life. Results compared favourably withrnfatigue test results indicating that FCGC and FEM modelling can be used to predictrnfatigue behaviour of rubber components and provide tools for improvement in theirrndesign.
机译:疲劳裂纹扩展特征(FCGC)是疲劳裂纹扩展速率与应变能释放速率之间的关系,已成功地用于预测金属结构的残余强度或疲劳寿命。尽管橡胶成分经常用于动态而非静态应用中,但FCGC并未在橡胶成分中得到同样的应用,对于这种成分,应将疲劳失效模式作为分析和设计的标准。本文研究了断裂力学和有限元方法在研究橡胶轨道支座裂纹扩展及其通过使用天然橡胶的FCGC评估其疲劳寿命方面的应用。这项研究中使用的关键技术是使用有限元方法(FEM)和虚拟裂纹扩展方法确定结构的应变能释放率G。然后将rnG与裂纹扩展曲线结合使用FCGC预测失效的rncycles数。对于橡胶轨支架,由于橡胶材料性能,变形量大以及钢和橡胶部件的刚度之间存在很大的非线性问题,因此热分析分为两个阶段:第一阶段为三阶段,第二阶段为第三阶段。在静态载荷作用下,对结构的三维模型进行了分析,从而得出了最大应力,并在静态测试中测量了位移,以验证等效的二维模型。然后对该二维模型进行虚拟裂纹扩展模拟,从中求出应变能释放率,并与橡胶的FCGC结合确定使用寿命。结果与疲劳测试结果相吻合,表明FCGC和FEM建模可用于预测橡胶部件的疲劳行为,并提供改进其设计的工具。

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