Extension of 3-D coupled DDA-SPH method for dynamic analysis of soil-structure interaction problems
type: Item
instance of: scholarly article
title: Extension of 3-D coupled DDA-SPH method for dynamic analysis of soil-structure interaction problems
zbMATH Open document ID: 1505.76075
author: Pengcheng Yu
author: Xinyan Peng
author: Bing Hu
author: Xiao Cheng
author: Yingbin Zhang
author: Dejian Li
published in: Applied Mathematical Modelling
publication date: 2022-12-21T00:00:00Z
Mathematics Subject Classification ID: 76M99
zbMATH DE Number: 7635774
zbMATH Keywords: soil-structure interaction
zbMATH Keywords: elastic-plastic soil constitutive model
zbMATH Keywords: discontinuous deformation method (DDA)
zbMATH Keywords: smoothed particle hydrodynamics (SPH)
zbMATH Keywords: 3-D coupled DDA-SPH method
MaRDI profile type: Publication
full work available at URL: j.apm.2022.06.045
OpenAlex ID: W4285013721
Wikidata QID: Q114201520
cites work: Smoothed particle hydrodynamics (SPH): an overview and recent developments
cites work: Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
cites work: CPU-accelerated explicit discontinuous deformation analysis and its application to landslide analysis
cites work: Dynamic simulation of landslide dam behavior considering kinematic characteristics using a coupled DDA-SPH method
cites work: A simple procedure to improve the pressure evaluation in hydrodynamic context using the SPH
cites work: SPH simulations of three-dimensional non-Newtonian free surface flows
cites work: Smoothed Particle Hydrodynamics
cites work: SPH Simulation of High-Volume Rapid Landslides Triggered by Earthquakes Based on a Unified Constitutive Model. Part II: Solid–Liquid-Like Phase Transition and Flow-Like Landslides
DOI: 10.1016/J.APM.2022.06.045
description: scientific article; zbMATH DE number 7635774