ISSN:1003-8620

CN:42-1243/TF

主管:中信泰富特钢集团股份有限公司

主办:大冶特殊钢有限公司

特殊钢 ›› 2011, Vol. 32 ›› Issue (4): 4-6.

• 试验研究 • 上一篇    下一篇

Q345钢中厚板热矫直变形抗力与弹性模量数学模型的研究

谢凯1, 程晓茹1, 任勇1, 詹胜利2, 黄大军2   

  1. 1武汉科技大学材料与冶金学院,武汉430081;
    2武汉钢铁股份有限公司,武汉430083
  • 收稿日期:2011-01-19 出版日期:2011-08-01 发布日期:2022-10-31
  • 作者简介:谢凯( 1985-),男,硕士,2008年武汉科技大学毕业,材料加工工程研究。

A Study on Math Models for Hot Straightening Deformation Resistance and Elastic Modulus of Steel Q345 Medium and Heavy Plate

Xie Kai1, Cheng Xiaoru1, Ren Yong1, Zhan Shengli2, Huang Dajun2   

  1. 1 College of Material Science and Metallurgical Engineering, Wuhan University of Science and Technology, Wuhan 430081 ;
    2 Wuhan Iron and Steel Co Ltd, Wuhan 430083
  • Received:2011-01-19 Published:2011-08-01 Online:2022-10-31

摘要: 根据中厚板矫直力的理论公式和Q345钢22~40mm板500~630℃矫直的生产实测数据,以变形抗力和弹性模量数学模型中的待定系数为优化变量,以矫直力计算误差最小为目标函数,采用单纯形法对待定系数进行优化计算,建立了Q345钢中厚板矫直过程变形抗力和弹性模量数学模型,得出Q345钢中厚板在500~630℃矫直过程随温度(T)提高,变形抗力(σs)降低:σs=-1080.1+4.8547 T-0.0048115 T~2;随温度(T)提高,弹性模量(E)先增加后减少:E= (-6.4807×10~5) +2576.5 T-2.3875 T~2。结果表明,矫直力的计算值和测量值的相对误差小于5%。

Abstract: Based on theoretical formulae for medium and heavy plate straightening force and measured data in production of steel Q345 22 〜40 mm plate straightening at 500 ~ 630 T , taking undetermined coefficients in math models of deformation force and elastic modulus as optimized variables, minimum error of straightening force calculation as objective function, the math models of deformation resistance and elastic modulus of steel Q345 medium and heavy plate during straightening process is established by using simplex algorithm to optimized calculate the undetermined coefficients. It is obtained that in straightening process of steel Q345 medium and heavy plate at 500 ~ 630 °C, with increasing temperature (T) the deformation resistance (as) decreases: as = - 1 080. 1 +4. 854 7 T - 0. 004 811 5 尸;and with increasing temperature (T) the elastic modulus (E) increases earlier and decreases later: E = ( -6. 480 7 x 105) + 2 576. 5 T - 2. 387 5 T2. Results show that the relative error between calculated and measured value is less than 5%.

Key words:  Steel Q345, Medium and Heavy Plate, Hot Straightening, Deformation Resistance, Elastic Modulus