动态弹塑性公式中双层复合增强体的平面应变和应力状态

V. Bogdanov
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引用次数: 0

摘要

对于复合材料和增强材料的设计,采用了一种更精确的弹塑性数学公式来求解动态接触问题的技术。为了考虑变形过程的物理非线性,采用了逐次逼近的方法,使得非线性问题可以简化为线性问题序列的解。与传统的平面应变相反,当一个法向应力等于某一恒定值时,为了更准确地描述样品的变形,考虑到可能增加的纵向伸长,我们将该法向应力表示为依赖于描述处于平面应变状态的棱柱体弯曲参数的函数。解决了复合增强双层材料梁的平面应变和应力状态问题。增强或武装材料由两层组成:上层(第一层)薄的实心钢层和下层(第二层)主要的玻璃层。玻璃是一种非结晶的、通常是透明的无定形固体,在现代工业中具有广泛的实用和技术用途。玻璃具有高强度,不受材料老化、腐蚀和蠕变过程的影响。此外,这种材料很便宜,而且随处可见。玻璃可以加强,例如,在熔融淬火过程中。加固复合梁与一个绝对坚固的基础刚性连接,在其上,一个绝对坚固的冲击器从上方的中心作用在一个小的初始接触区域上。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Plane Strain and Stress States of Two-Layer Composite Reinforced Body in Dynamic Elastic-Plastic Formulation
For the design of composite and reinforced materials, a technique for solving dynamic contact problems in more precise an elastic-plastic mathematical formulation is used. To consider the physical nonlinearity of the deformation process, the method of successive approximations is used, which makes it possible to reduce the nonlinear problem to a solution of the sequences of linear problems. In contrast to the traditional plane strain, when one normal stress is equal to a certain constant value, for a more accurate description of the deformation of the sample, taking into account the possible increase in longitudinal elongation, we present this normal stress as a function that depends on the parameters that describe the bending of a prismatic body that is in a plain strain state. The problems of a plane strain and stress states of a beam made from the composite reinforced double-layer material is being solved. The reinforced or armed material consists of two layers: the upper (first) thin layer of solid steel and the lower (second) main layer of glass. Glass is a non-crystalline, often transparent amorphous solid that has widespread practical and technological use in the modern industry. Glass has high strength and is not affected by the processes of aging of the material, corrosion, and creep. In addition, this material is cheap and widely available. Glass can be strengthened, for example, in a melt quenching process. The reinforced composite beam is rigidly linked to an absolutely solid base and on which an absolutely solid impactor acts from above in the centre on a small area of initial contact.
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