Heat Treatment of Metals ›› 2022, Vol. 47 ›› Issue (9): 188-193.DOI: 10.13251/j.issn.0254-6051.2022.09.033

• MICROSTRUCTURE AND PROPERTIES • Previous Articles     Next Articles

Static CCT curve measurement and microstructure analysis of HRB400E anti-seismic structural rebar

Luo Yanping1, Wang Jiahan2, Li Muze1, Zhang Yunxiang2, Zhou Jianxun3, Zhao Zhiheng2   

  1. 1. WISDRI Engineering & Research Incorporation Limited,Wuhan Hubei 430223, China;
    2. Key Laboratory for Ferrous Metallurgy and Resources Utilization of Ministry of Education, Wuhan University of Science and Technology, Wuhan Hubei 430081, China;
    3. Wugang Group Kunming Iron and Steel Co. , Ltd. , Anning Yunnan 650302, China
  • Received:2022-05-27 Revised:2022-07-03 Published:2022-10-18

Abstract: The static continuous cooling transformation (CCT)experiments for anti-seismic rebar steel HRB400E were conducted on Gleeble-3500 thermal simulation test machine by expansion method, The microstructure and hardness of the steel under different cooling rates were observed and measured by optical microscope (OM), scanning electron microscope (SEM) and micro-Vickers hardness tester, and the effect of cooling rate on the transformation structure and properties of the steel was analyzed. The results show that when the cooling rate is below 3 ℃/s, the microstructure of the tested steel is ferrite and pearlite. With the increase of cooling rate, the pearlite content in the tested steel increases gradually and the lamellar spacing decreases. Bainite appears in the tested steel when the cooling rate is 4-10 ℃/s. When the cooling rate is higher than 10 ℃/s, the tested steel begins to undergo martensitic transformation. With the increase of cooling rate, the hardness of the tested steel increases gradually. When the cooling rate is within the range of 2-3 ℃/s, the pearlite content, lamellar spacing and mechanical properties of the tested steel meet the technical requirements of the national standard GB/T 1499.2—2018. The experimental results are in good agreement with the mechanical properties of industrial products, in which, the pearlite content and lamellar spacing of the finished specimen of ϕ8 mm rebar at the cooling rate of 3 ℃/s are 47% and 0.184 μm respectively, and yield strength ReL, tensile strength Rm, ratio of Rm/ReL, ratio of ReL/RseL, fracture total elongation A and total elongation at maximum force Agt are 440 MPa, 569 MPa, 1.29, 1.10, 27.2% and 17.8%, respectively.

Key words: anti-seismic structural rebar HRB400E, CCT curves, cooling rate, microstructure, properties

CLC Number: