An online parallel controller for the runout table of hot strip mills

2001 ◽  
Vol 9 (6) ◽  
pp. 821-830 ◽  
Author(s):  
R.K. Kumar ◽  
S.K. Sinha ◽  
A.K. Lahiri
2001 ◽  
Vol 34 (18) ◽  
pp. 107-112
Author(s):  
Hideaki Takahashi ◽  
Hisaya Fujioka ◽  
Yutaka Yamamoto ◽  
Makishi Nakayama

1989 ◽  
Vol 86 (4) ◽  
pp. 335-342 ◽  
Author(s):  
T. Fujitsu ◽  
T. Fujimoto ◽  
H. Nikaido ◽  
M. Nihei

2011 ◽  
Vol 211-212 ◽  
pp. 240-245
Author(s):  
Lian Sheng Wang ◽  
Quan Yang ◽  
An Rui He ◽  
Tian Wu Liu ◽  
De Fu Guo ◽  
...  

Mill is always weighed by its longitudinal stiffness. The prediction precision of longitudinal stiffness related strip geometric accuracy. Taking 1700mm hot strip line as research object, stiffness of housing, bearing wall and roll was calculated by finite elements method(FEM), hydraulic system stiffness was obtained by theoretical formula. Analyzing vertical system and structural symmetry of mill, functional relationship between longitudinal stiffness and its components stiffness was derived according to series or parallel connection with various components. Longitudinal stiffness was the basis on thickness set-up model. Calculation result was verified by practical test.


1975 ◽  
Vol 2 (1) ◽  
pp. 565-576 ◽  
Author(s):  
H. Wright ◽  
T. Hope

1982 ◽  
Vol 104 (1) ◽  
pp. 47-52 ◽  
Author(s):  
A. Murthy ◽  
J. G. Lenard

The accuracy and precision of four mathematial models of varying complexity are evaluated by comparing their predictions to experimental data generated in carefully controlled laboratory experiments and to production logs obtained from the finishing trains of several Canadian, American, and European hot strip mills. The materials rolled are low carbon and HSLA steels; the models used are Orowan’s formulation with Shida’s flow strength and Ford and Alexander’s formulation with Shida’s flow strength; then both these formulations are combined with Ekelund’s flow strength equation. It is concluded that Orowan’s formulation with Shida’s flow strength relation is the most consistently accurate technique of analysis. Further, the behavior of HSLA steels is not well described by either Shida’s or Ekelund’s equations.


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