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首页> 外文期刊>Materials Science and Engineering >Cumulative contribution of grain structure and twin boundaries on cyclic deformation behavior of a 20Mn-0.6C- TWIP steel: Experimental and theoretical analysis
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Cumulative contribution of grain structure and twin boundaries on cyclic deformation behavior of a 20Mn-0.6C- TWIP steel: Experimental and theoretical analysis

机译:晶粒结构和孪晶界对20Mn-0.6C-TWIP钢循环变形行为的累积贡献:实验和理论分析

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We elucidate that the cyclic deformation behavior of TWIP steels is governed by the cumulative effect of grain size and twin boundaries, by investigating fatigue properties of 20Mn-0.6C TWIP steels with two different grain size of 15 mu m and 50 mu m. At low strain amplitude (Delta epsilon/2 = 0.6%), the 15 mu m 20Mn-0.6C TWIP steel exhibited a small initial cyclic hardening followed by a long stage of secondary hardening until saturation. In contrast, a short hardening stage followed by a long softening stage was observed in 50 mu m 20Mn-0.6C TWIP steel. At high strain amplitude (Delta epsilon/2 = 1.6%), a rapid cyclic hardening followed by a long saturation stage up to fracture was observed in 15 mu m 20Mn-0.6C TWIP steel. However, a rapid cyclic hardening followed by a long saturation stage up to fracture was noted in 50 mu m 20Mn-0.6C TWIP steel. Fatigue life increased with decreasing grain size and strain amplitude and the ratio of plastic strain increased at the expense of elastic strain with increasing strain amplitude. The hardening ratio of the 15 mu m 20Mn-0.6C TWIP steel was significantly higher as compared to 50 mu m 20Mn-0.6C TWIP steel at the identical strain amplitude. This intriguing phenomenon is attributed to abundant boundaries leading to high work-hardening ability of 15 mu m 20Mn-0.6C TWIP steel. Additionally, the spacing between striations at the crack initiation zone increased with reducing grain size and increasing strain amplitude. The increased striation spacing implied that the speed of fatigue crack propagation was enhanced with the number of fatigue cycles, which promoted maximum stress value involving cyclic hardening.
机译:通过研究两种粒径分别为15μm和50μm的20Mn-0.6C TWIP钢的疲劳性能,我们阐明了TWIP钢的循环变形行为受晶粒尺寸和孪晶边界的累积效应支配。在低应变幅度下(Δε/ 2 = 0.6%),15μm的20Mn-0.6C TWIP钢表现出较小的初始循环硬化,随后经过长时间的二次硬化直至饱和。相反,在50μm20Mn-0.6C TWIP钢中观察到短的硬化阶段,随后的长的软化阶段。在高应变振幅下(Δε/ 2 = 1.6%),在15μm20Mn-0.6C TWIP钢中观察到了快速的循环硬化,然后经历了长时间的饱和直至断裂。但是,在50μm20Mn-0.6C TWIP钢中,观察到快速循环硬化,随后是长时间的饱和直至断裂。疲劳寿命随着晶粒尺寸和应变幅值的减小而增加,塑性应变比以弹性应变为代价而增加,而应变幅值却随着增大。在相同的应变幅度下,与50μm的20Mn-0.6C TWIP钢相比,15μm的20Mn-0.6C TWIP钢的硬化率明显更高。这种有趣的现象归因于丰富的边界,导致15μm20Mn-0.6C TWIP钢具有很高的加工硬化能力。此外,裂纹起始区域的条纹之间的间距随着晶粒尺寸的减小和应变幅度的增大而增大。条纹间距的增加表明疲劳裂纹扩展的速度随着疲劳循环次数的增加而提高,从而促进了涉及循环硬化的最大应力值。

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