Analysis of stress and strain distributi
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C. Liu; P. Hartley; C. E. N. Sturgess; G. W. Rowe
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Article
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1988
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John Wiley and Sons
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English
โ 634 KB
The cold rolling of rectangular section slabs is analysed for a range of width-to-height ratios (one to three) for which spread of the workpiece is appreciable. This necessitates the use of a three-dimensional model. An elastic-plastic finite-element method is used to provide a complete description