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作 者:Long Guo Yun-huan Sui Xing-zhong Zhang
机构地区:[1]National Engineering Research Centre for Equipment and Technology of Cold Strip Rolling,Yanshan University, Qinhuangdao 066004,Hebei,China [2]Hesteel Group Tangsteel Company, Tangshan 063016,Hebei,China
出 处:《Journal of Iron and Steel Research International》2018年第11期1123-1130,共8页
基 金:National Natural Science Foundation of China (51275446);Hebei Provincial Natural Science Foundation of China (E2016203492).
摘 要:Mechanical properties and creep behavior of Q460E continuous casting slab were studied by means of uniaxial tensile tests on a Gleeble-3800 thermomechanical simulator from 1000 to 1100 ℃.The high-temperature creep constitutional equation was derived based on experimental data.The parameters in the equation were calculated by using the regression analysis inverse-estimation method.The experimental curves in the primary and secondary creep stages are fitted well.A three-dimensional elastic-plastic and creep finite element model was proposed in order to investigate the bulging deformation of slab and the bulging deformation at the beginning position of bending segment on the slab continuous casting machine was computed accurately.The results indicate that the maximum bulging deformation appears at the geometric center of the slab.The maximum value of the bulging deformation obtained by the elastic-plastic analysis is 1.301 ram.Consideririg the creep effect,the deformation increases to 1.827 mm which is about 1.4 times the value obtained by the elastic-plastic analysis.The calculation of buleing deformation usin2 the elastic-plastic creed model is more reliable and/iccurate.
关 键 词:STEEL mechanical property High temperature CREEP behavior CREEP CONSTITUTIONAL equation BULGING DEFORMATION STEEL continuous CASTING
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