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Effect of strain rate on true stress-true strain relationships of ultrafine-grained ferrite-cementite steels up to plastic deformation limit

机译:应变速率对塑性变形极限以下超细晶铁素体-渗碳钢真应力-真应变关系的影响

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摘要

The true stress (σ)-true strain (ε) relationships up to the plastic deformation limit of low-carbon ferrite-cementite (FC) steels with ferrite grain sizes between 0.5 and 34 μm were estimated at strain rates between 3.3 × 10~(-1) and 5.0 × 10~(-4) s~(-1) to investigate the effect of the strain rate on the σ-ε relationship. Both σ and ε increased with increasing strain rate for each of the FC steels considered, and larger work-hardening rates were observed with increasing strain rate in the ultrafine-grained FC specimens with average ferrite grain sizes less than 1 μm. Increasing the strain rate was found to be effective in improving σ and ε up to the plastic deformation limit. The important factors in obtaining good σ-ε relationships in FC steels are the loads and the radius of curvature of the neck profile after the maximum load point. On the basis of experimental results that both σ and ε can improve under high-speed deformation such as at 10~(-1) s~(-1) (as in static tensile tests) and that the decrease in ductility with increasing strain rate was small, grain refinement of up to 0.8 μm was concluded to be effective in improving the tensile deformation behavior of the low-carbon FC steels considered in this study.
机译:在应变速率为3.3×10〜()的情况下,估算出铁素体晶粒尺寸为0.5至34μm的低碳铁素体-渗碳体(FC)钢的塑性变形极限之前的真实应力(σ)-真实应变(ε)关系。 -1)和5.0×10〜(-4)s〜(-1)来研究应变率对σ-ε关系的影响。对于每种所考虑的FC钢,σ和ε都随应变率的增加而增加,并且在平均铁素体晶粒尺寸小于1μm的超细晶粒FC试样中,随着应变率的增加,观察到较大的加工硬化率。发现增加应变率可有效地将σ和ε提高到塑性变形极限。在FC钢中获得良好σ-ε关系的重要因素是载荷和最大载荷点后颈部轮廓的曲率半径。根据实验结果,在高速变形(例如在10〜(-1)s〜(-1)下)下,σ和ε均可提高(如在静态拉伸试验中一样),并且随着应变率的增加,延性降低如果细小,则可以得出高达0.8μm的晶粒细化效果,可以有效改善本研究中考虑的低碳FC钢的拉伸变形行为。

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