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首页> 外文期刊>Materials Research Letters >Back stress strengthening and strain hardening in gradient structure
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Back stress strengthening and strain hardening in gradient structure

机译:梯度结构中的背应力增强和应变硬化

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摘要

We report significant back stress strengthening and strain hardening in gradient structured (GS) interstitial-free (IF) steel. Back stress is long-range stress caused by the pileup of geometrically necessary dislocations (GNDs). A simple equation and a procedure are developed to calculate back stress basing on its formation physics from the tensile unloading–reloading hysteresis loop. The gradient structure has mechanical incompatibility due to its grain size gradient. This induces strain gradient, which needs to be accommodated by GNDs. Back stress not only raises the yield strength but also significantly enhances strain hardening to increase the ductility.Impact Statement: Gradient structure leads to high back stress hardening to increase strength and ductility. A physically sound equation is derived to calculate the back stress from an unloading/reloading hysteresis loop.
机译:我们报道了梯度结构(GS)无间隙(IF)钢的显着背应力增强和应变硬化。背应力是由几何上必要的位错(GND)堆积引起的远程应力。开发了一个简单的方程式和程序,根据拉力-加载-滞后回线,根据其形成物理原理计算背应力。梯度结构由于其晶粒尺寸梯度而具有机械不相容性。这会引起应变梯度,需要由GND来适应。背应力不仅可以提高屈服强度,而且可以显着增强应变硬化,从而提高延展性。影响陈述:梯度结构导致高背应力硬化,从而提高了强度和延展性。导出一个物理上合理的方程式,以根据卸载/重新加载磁滞回线计算背应力。

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