拉拔过程中变形指标与线材初始屈服强度和硬化强度的关系

G. N. Gur’yanov
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引用次数: 0

摘要

考虑了硬化模型,提出了初始屈服强度σт0与拉伸系数μ的乘积与硬化系数k的关系(σ γ = σт0μk)。确定了无抗拉作用和硬化作用下轴向应力增量随硬化系数的差异。建立了不同初始屈服强度值下拉伸应力、安全系数I.L. Perlin和应力状态指数V.L. Kolmogorov与硬化系数的关系。定义极限硬化系数k,使其安全系数等于1。建立了不同变形参数下σт0初始屈服强度与变形指标的关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dependence of deformation indices on initial yield strength and hardening intensity of wire material in the passage of drawing route
The model of hardening is considered, which provides for dependence of the current yield strength σт on the product of the initial yield strength σт0 and drawing coeffi cient μ to the degree of hardening coeffi cient k (σт = σт0μk). Difference of axial stress increase from action of anti-tension in absence and action of hardening depending on hardening coeffi cient is determined. Dependencies of drawing stress, safety factor I.L. Perlin and stress state index V.L. Kolmogorov on hardening coeffi cient at different values of initial yield strength are built. Limit hardening factor k is defi ned, at which safety factor is equal to 1. Dependencies of deformation indices on initial yield strength of σт0 at different deformation parameters are constructed.
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