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Microstructure and cleavage resistance of high strength steels

机译:高强度钢的组织和抗劈裂性

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摘要

The relationship between microstructure and cleavage resistance in quenched and tempered high strength bainitic and martensitic steels is investigated by means of Charpy-V three-point bending tests, uniaxial tensile test on unnotched specimens and EBSD. Steels under investigation are low/medium carbon (C=0.10%-0.40%) steels with yield strength in the range YS=500-1000 MPa. Results show that the tensile strength and the cleavage resistance of Q&T steels appear to be controlled by different structural parameters and not, as in the case of polygonal ferritic steels, by the same structural unit. In particular, yield strength is controlled by the mean subgrain size, whereas the structural unit controlling the critical cleavage stress is the covariant (bainitic or martensitic) packet, whose size is slightly lower than the average unit crack path (UCP). The critical stage in the fracture process appears to be the propagation of a Griffith crack from one packet to another, and the resistance offered by high-angle boundaries is approximately the same as that of low-C steels with bainitic or polygonal ferrite microstructure.
机译:通过Charpy-V三点弯曲试验,无缺口试样的单轴拉伸试验和EBSD,研究了调质高强度贝氏体和马氏体钢的显微组织与抗劈裂性之间的关系。被研究的钢是屈服强度在YS = 500-1000 MPa范围内的低/中碳(C = 0.10%-0.40%)钢。结果表明,Q&T钢的抗拉强度和抗劈裂性似乎受不同的结构参数控制,而不是像多边形铁素体钢一样受相同的结构单元控制。特别是,屈服强度由平均亚晶粒尺寸控制,而控制临界劈裂应力的结构单元是协变(贝氏体或马氏体)包,其尺寸略小于平均单位裂纹路径(UCP)。断裂过程中的关键阶段似乎是格里菲斯裂纹从一个小包到另一个小包的传播,高角度边界提供的电阻与贝氏体或多边形铁素体微结构的低碳钢的电阻大致相同。

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