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Elastoplastic 3D Deformation and Stress Analysis of Strip Rolling 被引量:5
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作者 Liu Yuli Jin Xiaoguang Lian Jiachuang 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 1998年第2期30-33,共6页
An elastoplastic method for analyzing the 3D deformation, stress and transverse distribution of tension stress during cold strip rolling is developed. The analysis is based on the elastoplastic variational principle i... An elastoplastic method for analyzing the 3D deformation, stress and transverse distribution of tension stress during cold strip rolling is developed. The analysis is based on the elastoplastic variational principle in which a kinematically admissible velocity field is constructed with the lateral flow function as an unknown function. The stress distribution and volume strain distribution are obtained by solving the simultaneous equations formed by the longitudinal differential equation of equilibrium and constitutive equations. The lateral flow function is determined by minimizing the total energy dissipation rate. Experimental investigation was carried out on a reversible cold mill. The front tension stress distributions in cold rolled strips were measured by a multi roll segmented tension sensing shapemeter. The calculated results are in good agreement with the measured ones. 展开更多
关键词 strip rolling 3D deformation and stress elastoplastic analysis variational principle
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The Deformation and Stress Analysis of Na Ba Reservoir Concrete Face Rock-Fill Dam
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作者 Yin Shaofei Peng Hui +3 位作者 Wu Fan Wen Chen Jin Ke Han Kai 《Journal of Environmental Science and Engineering(B)》 2016年第10期489-494,共6页
Based on the APDL (ANSYS Parametric Design Language) and combined with the actual project related to parameters of filling material, imported Duncan-Chang constitutive model which has been widely applied in soil mas... Based on the APDL (ANSYS Parametric Design Language) and combined with the actual project related to parameters of filling material, imported Duncan-Chang constitutive model which has been widely applied in soil mass and rock-fill in the ANSYS software. With the three-dimensional nonlinear finite element analysis by the mid-point incremental method, what have been computed are the deformation and stress analysis ofNa Ba reservoir CFRD (Concrete Face Rock-fill Dam) in filling period. The calculation results provide practical reference for the dam during construction safety filling stress and deformation analysis and real-time monitoring. 展开更多
关键词 Concrete face rock-fill dam deformation and stress analysis Duncan-Chang constitutive model nonlinear finite element analysis.
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