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Tang, Hongxiang,Song, Rui,Dong, Yan,Song, Xiaoyu.Measurement of Restitution and Friction Coefficients for Granular Particles and Discrete Element Simulation for the Tests of Glass Beads[J],MATERIALS,2019,12(19)
唐洪祥,韦文成,林荣烽.考虑强度各向异性的黏性土应变局部化有限元分析[J],岩石力学与工程学报,2019,38(07):1485-1497
Tang, H.,Wang, H..Sliding resistance mechanism and whole stability analysis for reinforced soft foundation of embankment with geofabric[A],2006,1033-1038
Tang, H.,Zhang, X.,Chu, X..DEM simulation for the effect of rolling resistance on shear band[J],Applied Mechanics and Materials,2012,204-208:246-249
Tang, Hongxiang,Wei, Wencheng,Liu, Feng,Chen, Guoqing.Elastoplastic Cosserat continuum model considering strength anisotropy and its application to the analysis of slope stability[J],COMPUTERS AND GEOTECHNICS,2020,117
唐洪祥,韦文成.耦合强度各向异性与应变软化的边坡稳定有限元分析[J],岩土力学,2019,40(10):4092-4100
Li, XK,Tang, HX.A consistent return mapping algorithm for pressure-dependent elastoplastic Cosserat continua and modelling of strain localisation[J],COMPUTERS & STRUCTURES,2005,83(1):1-10
唐洪祥,李锡夔.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
唐洪祥,李锡夔.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
Tang, Hongxiang,Sun, Fabing,Zhang, Yipeng,Dong, Yan.Elastoplastic axisymmetric Cosserat continua and modelling of strain localization[J],COMPUTERS AND GEOTECHNICS,2018,101:159-167
Tang, Hongxiang,Du, Tao,Zhang, Lijuan,Shao, Longtan.A plane strain testing apparatus characterized by flexible loading and noncontact deformation measurement and its application to the study of shear band failure of sand[J],INTERNATIONAL JOURNAL OF DISTRIBUTED SENSOR NETWORKS,2018,14(9)
Tang, Hongxiang,Dong, Yan,Wang, Ting,Dong, Yifeng.Simulation of strain localization with discrete element-Cosserat continuum finite element two scale method for granular materials[J],JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS,2019,122:450-471
Tang, Hong-Xiang,Hu, Zhao-Long.Application of the Cosserat continua to numerical studies on the properties of the materials[J],MECHANICS OF ADVANCED MATERIALS AND STRUCTURES,2017,24(10):797-808
Tang, Hongxiang,Zhang, Xing,Ji, Shunying.Discrete element analysis for shear band modes of granular materials in triaxial tests[J],PARTICULATE SCIENCE AND TECHNOLOGY,2017,35(3):277-290
Tang, Hongxiang,Guan, Yuhui,Zhang, Xue,Zou, Degao.Low-order mixed finite element analysis of progressive failure in pressure-dependent materials within the framework of the Cosserat continuum[J],ENGINEERING COMPUTATIONS,2017,34(2):251-271
王婷,唐洪祥.砂土试样剪切带发展过程分析[J],水利与建筑工程学报,2016,14(4):102-106,134
Tang, Hongxiang,Dong, Yifeng,Chu, Xihua,Zhang, Xing.The influence of particle rolling and imperfections on the formation of shear bands in granular material[J],GRANULAR MATTER,2016,18(1):1-12
Tang H.,Song C..Cosserat continuum model and its application to the studies of progressive failure[A],2015,703-708
Sun, Xiang,Guo, Xiaoxia,Shao, Longtan,Tang, Hongxiang.A thermodynamics-based critical state constitutive model for methane hydrate bearing sediment[J],JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING,2015,27:1024-1034
唐洪祥,张丽娟.平面应变试验与常规三轴试验条件下含细粒土砂力学特性比较研究[J],水利与建筑工程学报,2015,5:223-227
唐洪祥,董益峰,张兴.滚动机制对颗粒材料剪切带形成的影响[J],水利与建筑工程学报,2014,4:107-111
Hu Z.,Tang H..A transversely isotropic cosserat continuum model and its numerical application[A],2nd International Conference on Geotechnical and Earthquake Engineering: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices, IACGE 2013,2013,232 GSP:541-548
余村,楚锡华,唐洪祥,徐远杰.基于Cosserat连续体的颗粒破碎影响研究[A],第十三届全国岩石动力学学术会议,2013,VOL.34:67-72,79
Tang, Hongxiang,Hu, Zhaolong,Li, Xikui.THREE-DIMENSIONAL PRESSURE-DEPENDENT ELASTOPLASTIC COSSERAT CONTINUUM MODEL AND FINITE ELEMENT SIMULATION OF STRAIN LOCALIZATION[J],INTERNATIONAL JOURNAL OF APPLIED MECHANICS,2013,5(3)
余村,楚锡华,唐洪祥,徐远杰.基于Cosserat连续体的颗粒破碎影响研究[J],岩土力学,2013,34(z1):67-72,79
Yu C.,Chu X.-H.,Tang H.-X.,Xu Y.-J..Study of effect of particle breakage based on Cosserat continuum[J],Yantu Lixue/Rock and Soil Mechanics,2013,34(SUPPL1):67-72+79
唐洪祥,管毓辉.孔口应力集中问题的Cosserat连续体有限元分析[J],东南大学学报（自然科学版）,2013,43(4):849-855
唐洪祥,张兴,管毓辉,胡兆龙.颗粒材料变形破坏与影响因素细宏观分析[J],大连理工大学学报,2013,53(4):543-550
唐洪祥,胡兆龙.三维Cosserat连续体模型与微结构尺寸相关效应的有限元分析[J],计算力学学报,2013,30(3):399-405
Song, Chunhong,Tang, Hongxiang.Research on Full-time Higher Education Introducing Modern Distance Teaching Model[A],International Conference on Creative Education (ICCE),2013,3:3-8
唐洪祥.The elastoplastic Cosserat continuum model and numerical simulation of strain localization[A],Advances in structural engineering and mechanics (ASEM13),2013,2024-2041
余村,楚锡华,唐洪祥,徐远杰.基于Cosserat连续体的颗粒破碎影响研究[A],中国计算力学大会2012,2012,1-11
郑利涛,胡志强,唐洪祥.强间断分析方法在土工结构物渐进破坏过程中的应用[J],岩土力学,2012,33(9):2771-2780
唐洪祥.DEM Simulation for the Effect of Rolling Resistance on Shear Band[A],Applied Mechanics and Materials,2012,204:246-249
Tang Hongxiang,Hu Zhaolong.Three Dimensional Cosserat Continuum Model and its Application to Analysis for the Cantilever Beam[A],International Conference on Applied Mechanics, Materials andManufacturing (ICAMMM 2011),2011,117-119:438-+
Tang Hongxiang,Song Chunhong.Finite Element Analysis of Strain Localization under Static and Dynamic Loading Conditions Based on Cosserat Continuum Model[A],1st International Conference on Civil Engineering, Architecture andBuilding Materials (CEABM 2011),2011,250-253(1-4):2510-2514
郭莹,王忠涛,唐洪祥.土力学与基础工程教学方法改革与实践[A],2011,86-88,155
唐洪祥.Finite element analysis of stress concentration problems based on Cosserat continuum modeln[A],Applied Mechanics and Materials,2011,99:939-943
唐洪祥.劈裂灌浆技术在他克冲水库坝体防渗加固工程中的应用[J],水利水电科技进展,2011,31(s1):72-77
郑利涛,胡志强,唐洪祥.模拟岩土材料应变局部化的单元内嵌不连续面模型[A],2010,749-755
唐洪祥,李锡夔.土工结构物渐进破坏过程Cosserat连续体有限元分析[J],大连理工大学学报,2010,50(3):320-327
武力,屈福政,唐洪祥.土压平衡盾构改性砂土流动特性的离散元模拟[J],水文地质工程地质,2009,36(3):107-110,116
唐洪祥,王海清,王大国.土工织物补强软基的整体稳定性计算[J],辽宁工程技术大学学报（自然科学版）,2008,27(4):544-547
Tang, H.X.,Wang, H.Q..Study on the whole stability analysis method for reinforced soft foundation of embankment with geofabric[A],4th Asian Regional Conference on Geosynthetics, Geosynthetics Asia 2008,2008,15-19
Tang, Hongxiang,Wang, Daguo.Finite element analysis of strain localization problems for slope based on Cosserat continuum model[A],2nd International Conference for Disaster Mitigation and Rehabilitation,2008,572-577
韩光,唐洪祥,王大国,王海清.土工格网结构形状对内力传递及加筋作用的影响[J],辽宁工程技术大学学报（自然科学版）,2008,27(z1):130-132
唐洪祥,李锡夔.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
Tang, H. X.,Wang, H. Q..Study on the whole stability analysis method for reinforced soft foundation of embankment with geofabric[A],4th Asian Regional Conference on Geosynthetics,2008,15-19
唐洪祥.Finite element analysis of strain localization problem for slope based on Cosserat continuum model[A],The Second International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation,2008,572-577
唐洪祥,李锡夔.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
Tang, H. X..Analysis for progressive failure of the Senise landslide based on Cosserat continuum model[A],10th International Symposium on Landslides and Engineered Slopes,2008,945-+
Tang, Hongxiang,Li, Xikui.APPLICATION OF COSSERAT CONTINUUM MODEL TO GEOTECHNICAL ENGINEERING[A],4th Asian Joint Symposium on Geotechnical and Geo-EnvironmentalEngineering (JS-Dalian 2006),2006,317-320
李锡夔,唐洪祥.压力相关弹塑性Cosserat连续体模型与应变局部化有限元模拟[J],岩石力学与工程学报,2005,24(9):1497-1505
王海清,唐洪祥.关于有加筋垫层路堤在发生深层滑动破坏时整体稳定性计算方法探讨——胜利油田现场路堤足尺破坏试验[A],全国第六届土工合成材料学术会议,2004,291-300
唐洪祥,邵龙潭.地震动力作用下有限元土石坝边坡稳定性分析[J],岩石力学与工程学报,2004,23(8):1318-1324
唐洪祥,李锡夔.自然和开挖边坡的稳定性研究探讨[A],第九届全国水利水电工程青年学术交流会,2002,400-404
邵龙潭,唐洪祥,韩国城.有限元边坡稳定分析方法及其应用[J],计算力学学报,2001,18(1):81-87
邵龙潭,唐洪祥,孔宪京,韩国城.随机地震作用下土石坝边坡的稳定性分析[J],水利学报,1999,0(11):66-71
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