基于位错密度的Fe-22Mn-0.6C型TWIP钢物理本构模型研究
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孙朝阳, 黄杰, 郭宁, 杨竞
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A PHYSICAL CONSTITUTIVE MODEL FOR Fe-22Mn-0.6C TWIP STEEL BASED ON DISLOCATION DENSITY
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SUN Chaoyang, HUANG Jie, GUO Ning, YANG Jing
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| 表1 常温下Fe-22Mn-0.6C钢的材料常数及拟合参数 |
| Table 1 Values of physical constant parameters of Fe-22Mn-0.6C steel at room temperature |
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| Parameter | Physical meaning | Value | | μ | Shear modulus / GPa | 69 | | E | Young′s modulus / GPa | 200 | | b | Magnitude of Burgers vector / m | 2.5×10-10 | | M | Taylor factor | 3.06 | | α | Mean dislocation strength | 0.0895 | | d | Grain size / μm | 50 | | k | Forest hardening | 0.032 | | f | Dynamic recovery | 0.002 | | ρ0 | Initial dislocation density / m2 | 10-10 | | F0 | Maximum volume fraction of twins | 0.2 | | e | Twin mean thickness / nm | 100 | | εinit | Critical strain at which twinning begins | 0.05 | | β | Material constant | 10 | | m | Material constant | 11 |
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