1998
DOI: 10.1016/s0997-7538(98)80065-x
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A three-dimensional semi-analytical model of rolling stand deformation with finite element validation

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Cited by 42 publications
(17 citation statements)
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“…Analysis methods and models with low computational cost and high enough accuracy need to be taken into account when analyzing the rolling mill-strip deformation behavior. The model separates the roll stacks and strip steel and applies appropriate conditions for analysis, and the results are usually checked by using the finite element model and test method [12][13][14]. A boundary integral method is commonly used to analyze the deformation of the roll system and obtain reliable results [15].…”
Section: Of 15mentioning
confidence: 99%
“…Analysis methods and models with low computational cost and high enough accuracy need to be taken into account when analyzing the rolling mill-strip deformation behavior. The model separates the roll stacks and strip steel and applies appropriate conditions for analysis, and the results are usually checked by using the finite element model and test method [12][13][14]. A boundary integral method is commonly used to analyze the deformation of the roll system and obtain reliable results [15].…”
Section: Of 15mentioning
confidence: 99%
“…Thermo-mechanical coupling is not activated here. -A 3D semi-analytical elastic roll deformation model called Tec3, fully described in Hacquin et al [21]. It combines roll bending based on Timoshenko's beam model, roll flattening based on Boussinesq equations for a semi-infinite solid arbitrarily loaded on its surface, Hertz contact theory for the work roll/back-up roll contact.…”
Section: Fem-based Modelmentioning
confidence: 99%
“…They noted various differences between the FEM solutions and the classic solutions when studying the effects of strip width, roll diameter to length ratio, and rolling load intensity. Hacquin also studied roll end effects upon enhancement of Berger's strip profile model, which was an improved version of Shohet's original influence coefficient model (Hacquin et al, 1998;Berger et al, 1976). These noted geometric effects on the flattening characteristics between rolls are accommodated by the foundation stiffness moduli formulation of the presented method.…”
Section: Representation Of Strip Profile Control Devicesmentioning
confidence: 99%