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千层钢组织和力学性能分析
赵小康1, 曹 睿1, 张晓波1, 张瑞华2, 陈剑虹1
作者单位
赵小康1, 曹 睿1, 张晓波1, 张瑞华2, 陈剑虹1  
摘要:
1. 兰州理工大学 有色金属先进加工与再利用省部共建国家重点实验室,兰州 730050;2. 钢铁研究总院,北京 100081
关键词:  千层钢;组织;拉伸性能;弯曲性能  断口
DOI:10.12073/j.hjxb.2018390011
分类号:
基金项目:
Microstructure and mechanical properties of multilayered steel
ZHAO Xiaokang1, CAO Rui1, ZHANG Xiaobo1, ZHANG Ruihua2, CHEN Jianhong1
Abstract:
Microstructure and corresponding mechanical properties of multilayered steel were revealed by SEM observation and analysis of tensile and bending properties. Analysis results show that the tensile strength of multilayered steel is 966 MPa, the elongation is 17% and this material exhibits excellent bending properties, the bending strength is 5 452 MPa, bending deflection is 22 mm when the multilayered steel is bent to 136°. From the tensile fracture and the microscopic appearance of bending to 180°, it can be found that brittle cracking appeared in big block phase of middle layer and dimple fracture characteristics appeared at matrix during the fracture process, delamination cracking were easily induced in the interface between Ni layer and the middle layer; However, there were satisfied interface between the martensitic layer of on both sides and the Ni layer, and a lot of plastic deformation with dimple morphology were produced in the interface between the martensitic layer of on both sides and the Ni layer with during the tension and produced in bending.
Key words:  multilayered steel  microstructure  tensile property  bending properties  fracture surface