Material point method analysis of fluid–structure interaction in geohazards
暂无分享,去创建一个
Yong Wu | Yulian Sun | Jun Yao | Xin-po Li
[1] Zhiyi Chen,et al. Coupled Moving Particle Simulation–Finite-Element Method Analysis of Fluid–Structure Interaction in Geodisasters , 2021 .
[2] Yu Huang,et al. Flow–Structure Interaction Mechanism under Coriolis Conditions , 2021 .
[3] Yan-fang Xie,et al. The Xinmo rockslide-debris avalanche: An analysis based on the three-dimensional material point method , 2021, Engineering Geology.
[4] Chun Liu,et al. A coupled SPH-DEM-FEM model for fluid-particle-structure interaction and a case study of Wenjia gully debris flow impact estimation , 2021, Landslides.
[5] Kang Liu,et al. Postfailure Analysis of Slopes by Random Generalized Interpolation Material Point Method , 2021 .
[6] M. Hicks,et al. Study of landslides and soil-structure interaction problems using the implicit material point method , 2021, Engineering Geology.
[7] Yong Wu,et al. MPM evaluation of the dynamic runout process of the giant Daguangbao landslide , 2020, Landslides.
[8] Si-ming He,et al. Numerical assessment of the impeding effect of check dams in the Hongchun debris flow gully, Sichuan Province, China , 2020, Bulletin of Engineering Geology and the Environment.
[9] Yong Wu,et al. Investigation of influence of baffles on landslide debris mobility by 3D material point method , 2020, Landslides.
[10] Gordon G. D. Zhou,et al. Numerical study of granular debris flow run-up against slit dams by discrete element method , 2019, Landslides.
[11] S. Cuomo,et al. Simulation of Liquefaction and Retrogressive Slope Failure in Loose Coarse-Grained Material , 2019, International Journal of Geomechanics.
[12] Chenfanfu Jiang,et al. A hybrid material‐point spheropolygon‐element method for solid and granular material interaction , 2019, International Journal for Numerical Methods in Engineering.
[13] Gordon G. D. Zhou,et al. Three-dimensional material point method modeling of runout behavior of the Hongshiyan landslide , 2019, Canadian Geotechnical Journal.
[14] Q. Tran,et al. Temporal and null‐space filter for the material point method , 2019, International Journal for Numerical Methods in Engineering.
[15] Sabrina Moretti,et al. Effects of artificial barriers on the propagation of debris avalanches , 2019, Landslides.
[16] Si-ming He,et al. Effects of the configuration of a baffle–avalanche wall system on rock avalanches in Tibet Zhangmu: discrete element analysis , 2019, Bulletin of Engineering Geology and the Environment.
[17] XinMing Qiu,et al. v-p material point method for weakly compressible problems , 2018, Computers & Fluids.
[18] Wei Zhang,et al. Analysis of the Entire Failure Process of the Rotational Slide Using the Material Point Method , 2018, International Journal of Geomechanics.
[19] T. Zhao,et al. Quantifying the impact of dry debris flow against a rigid barrier by DEM analyses , 2018, Engineering Geology.
[20] S. Bardenhagen,et al. Generalized contact and improved frictional heating in the material point method , 2018 .
[21] Jidong Zhao,et al. A unified CFD‐DEM approach for modeling of debris flow impacts on flexible barriers , 2018, International Journal for Numerical and Analytical Methods in Geomechanics.
[22] Dongpo Wang,et al. Numerical analysis of effect of baffle configuration on impact force exerted from rock avalanches , 2018, Landslides.
[23] M. Gutierrez,et al. A soft–rigid contact model of MPM for granular flow impact on retaining structures , 2018 .
[24] Y. You,et al. Experimental study of viscous debris flow characteristics in drainage channel with oblique symmetrical sills , 2018 .
[25] L. H. D. Liu,et al. Effects of particle size of mono-disperse granular flows impacting a rigid barrier , 2018, Natural Hazards.
[26] D. Chan,et al. Coupling of solid deformation and pore pressure for undrained deformation—a discrete element method approach , 2017 .
[27] Eugenio Oñate,et al. Fast fluid–structure interaction simulations using a displacement-based finite element model equipped with an explicit streamline integration prediction , 2017 .
[28] Charles Wang Wai Ng,et al. Impact mechanisms of granular and viscous flows on rigid and flexible barriers , 2017 .
[29] Francesco Calvetti,et al. DEM assessment of impact forces of dry granular masses on rigid barriers , 2017 .
[30] Nicolas G. Wright,et al. A coupled SPH-DEM model for fluid-structure interaction problems with free-surface flow and structural failure , 2016 .
[31] K. Soga,et al. The role of constitutive models in MPM simulations of granular column collapses , 2016 .
[32] P. Cui,et al. Failure modes of reinforced concrete columns of buildings under debris flow impact , 2015, Landslides.
[33] Charles Wang Wai Ng,et al. Computational investigation of baffle configuration on impedance of channelized debris flow , 2015 .
[34] Alessandro Leonardi,et al. Particle–Fluid–Structure Interaction for Debris Flow Impact on Flexible Barriers , 2014, Comput. Aided Civ. Infrastructure Eng..
[35] J. Ma,et al. A new contact algorithm in the material point method for geotechnical simulations , 2014 .
[36] Pedro Arduino,et al. Avalanche and landslide simulation using the material point method: flow dynamics and force interaction with structures , 2014, Computational Geosciences.
[37] Ikuo Towhata,et al. Experimental Study of Dry Granular Flow and Impact Behavior Against a Rigid Retaining Wall , 2013, Rock Mechanics and Rock Engineering.
[38] J. Nairn,et al. Modeling Imperfect Interfaces in the Material PointMethod using Multimaterial Methods , 2013 .
[39] Siming He,et al. Simulation of the sliding process of Donghekou landslide triggered by the Wenchuan earthquake using a distinct element method , 2012, Environmental Earth Sciences.
[40] Yanping Lian,et al. Coupling of finite element method with material point method by local multi-mesh contact method , 2011 .
[41] Ronaldo I. Borja,et al. DEM simulation of impact force exerted by granular flow on rigid structures , 2011 .
[42] Si-ming He,et al. Discrete element modeling of debris avalanche impact on retaining walls , 2010 .
[43] Atsushi Yashima,et al. Estimating the impact force generated by granular flow on a rigid obstruction , 2009 .
[44] Eugenio Oñate,et al. Unified Lagrangian formulation for elastic solids and incompressible fluids: Application to fluid–structure interaction problems via the PFEM , 2008 .
[45] Dieter Dinkler,et al. Fluid-structure coupling within a monolithic model involving free surface flows , 2005 .
[46] Rebecca M. Brannon,et al. An evaluation of the MPM for simulating dynamic failure with damage diffusion , 2002 .
[47] J. Brackbill,et al. The material-point method for granular materials , 2000 .
[48] Howard L. Schreyer,et al. Fluid–membrane interaction based on the material point method , 2000 .
[49] D. Sulsky. Erratum: Application of a particle-in-cell method to solid mechanics , 1995 .
[50] D. Sulsky,et al. A particle method for history-dependent materials , 1993 .
[51] F. Ceccato,et al. Two-phase dynamic MPM formulation for unsaturated soil , 2021 .
[52] Eugenio Oñate,et al. Unified Lagrangian formulation for solid and fluid mechanics and FSI problems , 2016 .
[53] Zhen Chen,et al. The material point method , 2015 .