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李锡夔
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Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates
Paper Publications
[71]Han, Xianhong, Li, Xikui.Numerical modelling of viscoelastic flow with equal low order finite element in mould filling pro...[A],2008,1211-1216
[72]唐洪祥, 李锡夔, Tang, H.(tanghx@dlut.edu.cn).基于Cosserat连续体的CAP弹塑性模型与应变局部化有限元模拟[J],岩石力学与工程学报,2008,27(5):960-970
[73]武文华, 李锡夔, Wu, W.-H.(lxyuhua@dlut.edu.cn).多孔介质中含均相/非均相反应传质过程数值模拟[J],岩土力学,2008,29(5):1152-1158
[74]李荣涛, 李锡夔.高温下混凝土化学塑性-损伤耦合本构模拟及破坏分析[J],应用力学学报,2008,25(1):51-56
[75]Li, Xikui, Duan, Qinglin, Han, Xianhong, Sheng, D. C., XK (reprint author), Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China..Adaptive coupled arbitrary Lagrangian-Eulerian finite element and meshfree method for injection...[J],INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING,2008,73(8):1153-1180
[76]唐洪祥, 李锡夔, Tang, H.-X.(tanghx@dlut.edu.cn).Cosserat连续体模型中本构参数对应变局部化模拟结果影响的数值分析[J],计算力学学报,2008,25(5):676-681
[77]李锡夔.An ALE based CBS algorithm for non- isothermal non-Newtonian flow with adaptive coupled finite el...[A],2008
[78]李锡夔.A LCP-based numerical procedure using mesh-free method for gradient elasto- plasticity continuum[A],2008
[79]唐洪祥, 李锡夔, Tang, H.-X.(tanghx@dlut.edu.cn).地基渐进破坏及极限承载力的Cosserat连续体有限元分析[J],岩土力学,2007,28(11):2259-2264
[80]唐洪祥, 李锡夔, Tang, H.-X.(tangyugege@163.com).饱和多孔介质中动力渗流耦合分析的Biot-Cosserat连续体模型与应变局部化有限元模拟[J],工程力学,2007,24(9):8-13,18
total93 8/10
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