SPH model for fluid-structure interaction and its application to debris flow impact estimation

被引:131
|
作者
Dai, Zili [1 ,3 ]
Huang, Yu [1 ,2 ]
Cheng, Hualin [1 ]
Xu, Qiang [4 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Coll Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
[3] China Three Gorges Univ, Hubei Key Lab Disaster Prevent & Reduct, Yichang 443002, Peoples R China
[4] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China
关键词
Debris flow; Impact force; Smoothed particle hydrodynamics; Fluid-structure interaction; SMOOTHED PARTICLE HYDRODYNAMICS; DRY GRANULAR FLOW; NUMERICAL-SIMULATION; FORCE; BEHAVIOR; AVALANCHES; CAMPANIA; MUD;
D O I
10.1007/s10346-016-0777-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
On 13 August 2010, significant debris flows were triggered by intense rainfall events in Wenchuan earthquake-affected areas, destroying numerous houses, bridges, and traffic facilities. To investigate the impact force of debris flows, a fluid-structure coupled numerical model based on smoothed particle hydrodynamics is established in this work. The debris flow material is modeled as a viscous fluid, and the check dams are simulated as elastic solid (note that only the maximum impact forces are evaluated in this work). The governing equations of both phases are solved respectively, and their interaction is calculated. We validate the model with the simulation of a sand flow model test and confirm its ability to calculate the impact force. The Wenjia gully and Hongchun gully debris flows are simulated as the application of the coupled smoothed particle hydrodynamic model. The propagation of the debris flows is then predicted, and we obtain the evolution of the impact forces on the check dams.
引用
收藏
页码:917 / 928
页数:12
相关论文
共 50 条
  • [1] SPH model for fluid–structure interaction and its application to debris flow impact estimation
    Zili Dai
    Yu Huang
    Hualin Cheng
    Qiang Xu
    Landslides, 2017, 14 : 917 - 928
  • [2] SPH modeling of fluid-structure interaction
    Han, Luhui
    Hu, Xiangyu
    JOURNAL OF HYDRODYNAMICS, 2018, 30 (01) : 62 - 69
  • [3] Simulating Fluid-Structure Interaction with SPH
    Viccione, Giacomo
    Bovolin, Vittorio
    Carratelli, Eugenio Pugliese
    NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2012), VOLS A AND B, 2012, 1479 : 209 - 212
  • [4] SPH modeling of fluid-structure interaction
    Luhui Han
    Xiangyu Hu
    Journal of Hydrodynamics, 2018, 30 (01) : 62 - 69
  • [5] SPH modeling of fluid-structure interaction
    Luhui Han
    Xiangyu Hu
    Journal of Hydrodynamics, 2018, 30 : 62 - 69
  • [6] Model of fluid-structure interaction and its application to elastohydrodynamic lubrication
    Hong, YP
    Chen, DR
    Kong, XM
    Wang, JD
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2002, 191 (37-38) : 4231 - 4240
  • [7] Fluid-Structure Interaction Modeling by ALE and SPH
    Guo Baodong
    Qu Qiulin
    Wu Jiali
    Liu Peiqing
    APPLIED MECHANICS AND MATERIALS I, PTS 1-3, 2013, 275-277 : 393 - 397
  • [8] Numerical simulation of fluid-structure interaction by SPH
    Antoci, Carla
    Gallati, Mario
    Sibilla, Stefano
    COMPUTERS & STRUCTURES, 2007, 85 (11-14) : 879 - 890
  • [9] A coupled SPH-DEM-FEM model for fluid-particle-structure interaction and a case study of Wenjia gully debris flow impact estimation
    Liu, Chun
    Yu, Zhixiang
    Zhao, Shichun
    LANDSLIDES, 2021, 18 (07) : 2403 - 2425
  • [10] A coupled SPH-DEM-FEM model for fluid-particle-structure interaction and a case study of Wenjia gully debris flow impact estimation
    Chun Liu
    Zhixiang Yu
    Shichun Zhao
    Landslides, 2021, 18 : 2403 - 2425