Simulations of underground structures subjected to dynamic loading using the distinct element method

DOI10.1108/02644400410519848zbMath1062.74663OpenAlexW2046166808MaRDI QIDQ4678327

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Publication date: 23 May 2005

Published in: Engineering Computations (Search for Journal in Brave)

Full work available at URL: https://digital.library.unt.edu/ark:/67531/metadc1409010/

zbMATH Keywords

parallelizationcontact detectionCosserat point

Mathematics Subject Classification ID

Related Items (9)

Simple Common Plane contact algorithm ⋮ Simulations of dynamic crack propagation in brittle materials using nodal cohesive forces and continuum damage mechanics in the distinct element code LDEC ⋮ A generic computational model for three-dimensional fracture and fragmentation problems of quasi-brittle materials ⋮ Analysis of a gravity dam considering the influence of couple‐stresses ⋮ YADE‐OPEN DEM: an open‐source software using a discrete element method to simulate granular material ⋮ Generic strength model for dry jointed rock masses ⋮ Numerical modelling of spontaneous crack generation in brittle materials using the particle simulation method ⋮ A NUMERICAL MANIFOLD METHOD FOR PLANE MICROPOLAR ELASTICITY ⋮ Unnamed Item

Cites Work

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• On the Theory of a Cosserat Point and Its Application to the Numerical Solution of Continuum Problems
• On the Numerical Solution of One-Dimensional Continuum Problems Using the Theory of a Cosserat Point
• Free Vibration of a Rectangular Parallelepiped Using the Theory of a Cosserat Point
• A combined finite‐discrete element method in transient dynamics of fracturing solids
• CALCULATION OF HYPERELASTIC RESPONSE OF FINITELY DEFORMED ELASTIC-VISCOPLASTIC MATERIALS
• Numerical solution procedures for nonlinear elastic rods using the theory of a Cosserat point

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