1985
DOI: 10.1179/mst.1985.1.10.786
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Numerical calculations of residual–stress relaxation in quenched plates

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Cited by 25 publications
(14 citation statements)
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“…This model predicted compressive surface residual stress magnitudes greater than 200MPa. This quench-induced stress prediction has been experimentally determined to be accurate [12] and is similar to values published in literature [6,8,13,14]. The original model assumed isotropic material behaviour that was temperature and strain rate dependent and followed a perfectly plastic stress-strain curve at all temperatures observed during quenching.…”
Section: Description Of Model -Materials and Elementssupporting
confidence: 64%
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“…This model predicted compressive surface residual stress magnitudes greater than 200MPa. This quench-induced stress prediction has been experimentally determined to be accurate [12] and is similar to values published in literature [6,8,13,14]. The original model assumed isotropic material behaviour that was temperature and strain rate dependent and followed a perfectly plastic stress-strain curve at all temperatures observed during quenching.…”
Section: Description Of Model -Materials and Elementssupporting
confidence: 64%
“…The presence of tensile stresses in the core after stretching is similar to previous work carried out on stress relief of aluminium alloys. This work indicates that if tensile stresses exist before stretching then tensile stresses of smaller magnitudes will remain [8,20], while if compressive stresses exist in the core of the sample (in this case rolled sheet) before stretching then compressive stresses of smaller magnitudes will remain [21]. However, Alcoa [22] found that stress relief by stretching resulted in tensile surface stresses (2.5ksi or 17MPa) while the computer model showed that these stresses remained compressive.…”
Section: As Quenched Stress Relief By Stretchingmentioning
confidence: 99%
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“…Robinson et al (2014) showed that surface RS measured by X-ray diffraction on AA7010 cold-water-quenched rectangular blocks increase when the thickness increases from 16 mm to 124 mm. Quenching is thus followed by a stress relief, as explained by Jeanmart and Bouvaist (1985), that reduces residual stresses by a factor of approximately 10 as shown by Boyer and Boivin (1985). An ageing treatment is performed to transform elements in solid solution into fine hardening precipitates and thus increase the yield strength.…”
Section: Introductionmentioning
confidence: 99%