Research of Nonlinear Dynamic Deformation of Spatial Bodies with Cracks

V. Bazhenov, M. Vabischevich
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Abstract

The object of research is the process of dynamic interaction of a complex system of cyclically symmetric parts of the support joint, taking into account the presence of stationary cracks. A significant number of structural elements and parts operated under dynamic loads are characterized by the occurrence and propagation of cracks in areas of significant plastic deformation. In particular, for the supporting device, it is a cyclically symmetric body with a limiting case of heterogeneity, under the action of pulsed loads, plastic flow zones arise at the boundaries of the joints of the cylindrical part with projections. If there are cracks in these areas, it becomes necessary to reliably determine the fracture parameters and predict the crack growth over time.

To build models of this class of objects, one of the most universal and reliable numerical methods is the semi-analytical finite element method.

In this paper, the results of calculating of the parameters of fracture mechanics on the basis of the semi-analytical method of finite elements are presented for an object with inhomogeneous physical and mechanical properties in the presence of stationary cracks under conditions of pulsed loading and plastic deformations. The numerical study is performed in two stages. At the first stage, the laws of the elastic-plastic dynamic deformation of the system are established. The most probable zones of damage accumulation and cracking are determined, which is the reason for the failure of structural elements. At the second stage, a model with a crack located in the zone of plastic deformations is considered, the calculated values of the dynamic stress intensity factors are studied, and their evolution over time is investigated.

The obtained research results can be used in numerous calculations of inhomogeneous bodies with damage such as cracks in the conditions of elastic-plastic dynamic deformations.
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含裂纹空间体的非线性动态变形研究
研究对象是考虑静裂纹存在的支撑节点环对称部件复杂系统的动态相互作用过程。在动载荷作用下运行的大量结构元件和部件的特征是在显著塑性变形区域出现和扩展裂纹。特别是对于支撑装置,它是一个循环对称体,具有非均匀性的极限情况,在脉冲载荷的作用下,在具有凸点的圆柱形部件的结合部边界处产生塑性流区。如果在这些区域存在裂纹,则有必要可靠地确定断裂参数并预测裂纹随时间的扩展。为了建立这类物体的模型,最普遍和最可靠的数值方法之一是半解析有限元法。本文给出了基于有限元半解析法的非均匀物理力学性能物体在脉冲加载和塑性变形条件下存在静止裂纹时断裂力学参数的计算结果。数值研究分两个阶段进行。首先,建立了系统的弹塑性动态变形规律。确定了最可能发生损伤积累和开裂的区域,这是结构元件失效的原因。第二阶段考虑塑性变形区裂纹模型,研究动应力强度因子的计算值及其随时间的演化规律。所得研究结果可用于弹塑性动力变形条件下具有裂纹等损伤的非均匀体的大量计算。
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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