Analytical model of hot-rolled strip residual stress and flatness in run-out table cooling

被引:12
|
作者
Wu, Hao [1 ]
Sun, Jie [1 ]
Peng, Wen [1 ]
Zhang, Dianhua [1 ]
机构
[1] Northeastern Univ, State Key Lab Rolling & Automat, Shenyang 110819, Liaoning, Peoples R China
基金
中国国家自然科学基金;
关键词
Hot-rolled strip; Run-out table cooling; Residual stress; Flatness; Analytical model; SYMPLECTIC SUPERPOSITION METHOD; RECTANGULAR THIN PLATES; STEEL STRIP; BUCKLING SOLUTIONS; PHASE-TRANSFORMATION; NUMERICAL-ANALYSIS; TEMPERATURE DISTRIBUTION; PREDICTION; EDGES; SHAPE;
D O I
10.1016/j.apm.2023.03.045
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The residual stress formed in the run-out table cooling stage of hot-rolled strip has a great influence on flatness and subsequent cutting. Based on the fiber rods model, the forma-tion mechanism of residual stress induced by incompatible deformation caused by tem-perature and phase transformation is studied in this paper. Meanwhile, the present study makes a first attempt to establishing the analytical model for calculating residual stresses at different run-out table cooling stages. Moreover, in order to further investigate the re-lationship between residual stress and flatness defects, a strip buckling model is intro-duced. The traditional buckling equilibrium equation of Lagrange system is introduced into the Hamiltonian system of symplectic space, and the mathematical relationship between residual stress and strip flatness is obtained directly without assuming stress and deflec-tion function. Then the strip flatness is calculated by using this mathematical relationship and residual stress analytical model. Furthermore, to verify the accuracy of the analytical model, a multi-field coupled finite element model based on the validation of the measured data is established. Finally, the distribution of residual stress calculated by the analytical model and the finite element model is basically consistent. The analytical model calculated that the strip would have edge wave defects during run-out table cooling, which is highly consistent with the results of finite element model.(c) 2023 Published by Elsevier Inc.
引用
收藏
页码:175 / 198
页数:24
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