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Volume 54 Issue 12
Dec.  2024
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ZHU Lu, GAO Bo, CAO Yanguang, LI Zhaodong. Effects of Tempering Treatment on the Microstructure and Mechanical Properties of High-Strength Weathering Bridge Steel[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 1-9. doi: 10.3724/j.gyjzG24042402
Citation: ZHU Lu, GAO Bo, CAO Yanguang, LI Zhaodong. Effects of Tempering Treatment on the Microstructure and Mechanical Properties of High-Strength Weathering Bridge Steel[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 1-9. doi: 10.3724/j.gyjzG24042402

Effects of Tempering Treatment on the Microstructure and Mechanical Properties of High-Strength Weathering Bridge Steel

doi: 10.3724/j.gyjzG24042402
  • Received Date: 2024-04-24
    Available Online: 2025-01-04
  • Publish Date: 2024-12-20
  • Two kinds of weathering bridge steels with lath-like bainite (Q470 steel) and granular bainite (Q550 steel) were prepared by controlling the cooling temperature after hot rolling. The effects of tempering treatment on the microstructure and mechanical properties of these two kinds of steels were investigated. Physical-chemical phase analysis method, X ray diffractometer and universal testing machine were used to characterize the evolution of microstructure and mechanical properties during tempering. The results showed that the yield strength and -40 ℃ impact energy of Q470 steel was higher than that of Q550 steel in hot rolling state. After tempering at 500-650 ℃, the yield strength of Q470 steel decreased first and then increased with the increase of tempering temperature (665-705 MPa), and the -40 ℃ impact energy gradually decreased from 300 J to 220 J. Under the same tempering conditions, the yield strength of Q550 steel increased with the increase of tempering temperature (500-650 MPa), and the -40 ℃ impact energy maintained at 210-230 J. The main strengthening mechanisms of these two kinds of steels were dislocation strengthening and fine grain strengthening. In addition, the strengthening of Nb precipitation gradually increases with increasing tempering temperature, compensating for the strength loss caused by the decrease in dislocation density, which was the main reason for the increase in yield strength of experimental steels.
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