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Evaluation of Fatigue Steel Damage Stages in Stress Concentrators Considering Inelastic Strain Kinetics

机译:考虑绝体菌株动力学应力集中器疲劳钢损伤阶段的评价

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An application of the proposed model of ultimate exhaustion of cyclic plasticity is considered for the calculation of fatigue damage stages of structural elements in the elastoplastic statement and kinetics of the stress-strain state (SSS) under conditions of stress concentration. The paper outlines the defining equations of the model of ultimate exhaustion of cyclic plasticity. The basic difference between the model solutions and the current model lies in the use of cyclic stress-strain diagrams dependent on the number of loading cycles, which is attained via the introduction of the function reflecting the variation of inelastic strains into the plastic part of the Osgood-Ramsberg equation. Based on the experimental data under symmetric tension-compression on smooth specimens, refinement of the function parameters and the introduction of ultimate values are performed. Then, these results are employed in the development of the approach to calculating the lifetime of structural elements with the presence of a stress gradient in the elastoplastic statement. The approach is used to determine the fatigue life of cylindrical specimens with stress concentrators. With this aim in view, the processes of damage to thin layers of the material with the required value of their discretization are stepwise determined by the model of ultimate exhaustion of plasticity. To define the kinetics of elastoplastic SSS within the minimal section of the specimen, a hybrid numerical-analytical scheme of calculation is proposed applying the method of finite elements (FEM) at the points of support and weight functions. To consider the variations of the numerical solution depending on the change of elastoplastic properties with the increase of the number of loading cycles at various levels of stress amplitude, FEM solutions are standardized (the same as for equations of equilibrium). The solutions to these equations allow one to determine the kinetics of distribution diagrams of the elastoplastic SSS, fatigue damage to the specimens with stress concentrator and their lifetime for the material with non-stabilized cyclic deformation. The lifetime of fatigue damage to the specimens with stress concentrators is defined via the criterion of nucleation and propagation of the short crack of the specified size. The results of the comparison between the experimental and calculated lifetimes for steels 45 and 1Kh2M demonstrate a good correlation between the results.
机译:在应力浓缩条件下考虑计算循环可塑性的临时凝固型循环塑性的终极凝固模型的应用,用于计算弹性塑性陈述和应力 - 应变状态(SSS)的动力学的疲劳损伤阶段。本文概述了循环可塑性终极耗尽模型的定义方程。模型解决方案与当前模型之间的基本差异在于使用循环应力 - 应变图所取决于装载循环的数量,这通过引入反射非弹性菌株变成塑料部分的功能来实现OSGood-Ramsberg方程式。基于对称张力压缩下的实验数据,在平滑样本上,执行功能参数的细化和终极值的引入。然后,这些结果用于开发方法来计算结构元素的寿命与弹塑性陈述中的应力梯度的存在。该方法用于确定具有应力集中器的圆柱形样品的疲劳寿命。利用这种旨视的目的,通过可塑性的终极耗尽模型来逐步确定具有所需值的材料的薄层损坏的过程。为了在样本的最小截面内定义弹性塑料SSS的动力学,提出了在支持点和重量函数下施加有限元(FEM)的方法的混合数值分析方案。考虑根据弹塑性性能的变化来考虑数值溶液的变化随着各种压力幅度的加载循环的数量的增加,有限元解标准化(与平衡方程相同)。这些方程的解决方案允许人们确定弹性塑料SSS的分布图的动力学,对具有应力集中器的标本的疲劳损坏及其具有非稳定循环变形的材料的寿命。具有应力集中器对标本的疲劳损坏的寿命通过核切割的标准和规定尺寸短裂缝的传播来定义。钢45和1kH2M的实验和计算的寿命之间的比较结果表明了结果之间的良好相关性。

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