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Effect of initial treatment on the structure and mechanical properties of medium carbon steel subjected to ECAP

机译:初始处理对经ECAP的中碳钢组织和力学性能的影响

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摘要

The present work deals with grain refinement of medium carbon steel AISI1045 (0.45 wt.% C) having different initial ferrite-pearlite microstructure resulted from thermal and thermo-mechanical (TM) treatment. The purpose of prior TM steel processing was to refine grains of ferrite phase and to modify coarse lamellae pearlite structure. The final grain refinement of steel structure was then accomplished during warm Equal Channel Angular Pressing (ECAP) deformation at 400 °C. Employment of this processing route, in dependence of the applied effective strain eef, resulted in extensive deformation of ferrite grains and cementite lamellae fragmentation. When applying higher shear stress, the mixed structure of subgrains and ul-trafine grains was formed within ferrite phase, regardless the initial steel modification. In pearlite grains modification of cementite lamellae due to shearing, bending, twisting and breaking was found efficient as straining increased. Processes of dynamic polygonization and recrystallization in deformed structure also contributed to submicrocrystalline grains structure formation in intensively deformed structure. Comparing results of coarse lamellae cementite spheroidization it was then more efficient when prior TM treatment of steel was introduced. The tensile deformation results confirmed the strength increase, however, deformation behaviour and strain hardening, generally for different initial structural conditions of steel, showed diversity across deformed bars.
机译:本工作涉及中碳钢AISI1045(0.45 wt。%C)的晶粒细化,该中碳钢具有通过热和热机械(TM)处理产生的不同的初始铁素体-珠光体显微组织。以前的TM钢加工的目的是细化铁素体相的晶粒并改变粗晶片状珠光体的组织。钢结构的最终晶粒细化随后在400°C的温等通道角挤压(ECAP)变形过程中完成。根据所施加的有效应变效率,采用这种加工方法会导致铁素体晶粒大范围变形和渗碳体薄片破裂。当施加较高的剪切应力时,无论初始钢改性如何,亚晶粒和超细晶粒的混合结构都在铁素体相内形成。在珠光体晶粒中,随着应变的增加,渗碳体薄片的剪切,弯曲,扭曲和断裂引起的变质是有效的。变形结构中的动态多边形化和再结晶过程也促进了强烈变形结构中亚微晶晶粒结构的形成。比较粗晶片状渗碳体球化的结果,然后采用先行的钢TM处理后效率更高。拉伸变形结果证实了强度的增加,但是,通常在钢的不同初始结构条件下,变形行为和应变硬化表现出了整个变形钢筋的多样性。

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