Simulation of central crack closing behavior during ultra-heavy plate rolling

被引:39
作者
Deng, Wei [1 ]
Zhao, De-wen [1 ]
Qin, Xiao-mei [1 ]
Du, Lin-xiu [1 ]
Gao, Xiu-hua [1 ]
Wang, Guo-dong [1 ]
机构
[1] Northeastern Univ, State Key Lab Rolling & Automat, Shenyang 110004, Peoples R China
基金
中国国家自然科学基金;
关键词
Ultra-heavy plate rolling; Central crack; Closing behavior; Numerical simulation; Critical reduction; PARTIAL RING CRACKS; SUBSURFACE PROPAGATION; DEFORMATION; INCLUSIONS; CONTACT; PREDICTION;
D O I
10.1016/j.commatsci.2009.09.008
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The closing behavior of internal crack in the central of a continuous casting steel slab during rough transverse rolling was investigated using FE-code, ANSYS/LS-DYNA. Process parameters of ultra-heavy Q345 steel plate obtained from a Chinese iron and steel works were used as a reference. The results indicate that xi, xi(r,e), eta(r,s,e), m and r are main influence parameters on crack closing during ultra-heavy plate rolling. The larger of xi, xi(r,e), m and the smaller of eta(r,s,e), the more advantageous it is to crack closing. With other conditions unchanged, larger r is beneficial to close crack. For the rough transverse rolling process of 140 mm ultra-heavy plate in the works, the results reveal that the minimum r needed for rectangular crack closing is about 13.9%, which is 4% higher than that determined by the upper-bound triangular velocity field. Crown Copyright (C) 2009 Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:439 / 447
页数:9
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