4.7 Article

Temperature-dependent cyclic plastic deformation of U75VG rail steel: Experiments and simulations

期刊

ENGINEERING FAILURE ANALYSIS
卷 140, 期 -, 页码 -

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfailanal.2022.106527

关键词

U75VG rail steel; Temperature-dependence; Cyclic plastic model; Ratcheting behavior; Finite element implementation

资金

  1. National Key Research and Development Program of China [2021YFB3703601]
  2. National Natural Science Foundation of China [12072295, 12192214, U21A20167, 11872321]
  3. Applied Basic Research Project of Sichuan Province [2021YJ0050]
  4. Fundamental Research Funds for the Central Universities [2682021ZTPY098]

向作者/读者索取更多资源

The temperature-dependent cyclic plastic deformation of U75VG steel was investigated through experimental studies, revealing the cyclic softening, cyclic hardening, and cyclic softening behavior at different temperatures. The steel also exhibited significant ratcheting behavior, which was influenced by the applied mean stress and stress amplitude. A temperature-dependent cyclic plastic model was constructed to account for the influence of dynamic strain aging on the cyclic plastic deformation.
To reveal the temperature-dependent cyclic plastic deformation of U75VG steel, the monotonic tension, strain- and stress-controlled cyclic deformation experiments are carried out at different temperatures. The results show that the U75VG rail steel shows the cyclic softening, cyclic hardening and cyclic softening at 278 K, 573 K and 873 K. Moreover, the U75VG rail steel exhibits obvious ratcheting behavior at differ-ent temperatures, and the ratcheting strain depends on the applied mean stress and stress amplitude. The ratcheting strain is restrained at 573 K due to the influence of dynamic strain aging, while it rapidly increases at 873 K due to increasing the viscosity at high temperatures. A temperature-dependent cyclic plastic model is constructed to consider the influence of dynamic strain aging on the cyclic plastic deformation. By comparing the simulation and experimental results, the prediction ability of the proposed model for U75VG rail steel under different temperatures is verified.

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