A BEM formulation for transient dynamic elastoplastic analysis via particular integrals

DOI10.1016/j.ijsolstr.2007.12.009zbMath1169.74641OpenAlexW1973400620MaRDI QIDQ837245

Kyung-Ho Park, Adisorn Owatsiriwong

Publication date: 10 September 2009

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2007.12.009

zbMATH Keywords

elastoplasticityBEMNewton-raphson algorithmparticular integralstransient dynamic

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items (7)

Geometrically nonlinear dynamic analysis of functionally graded thick hollow cylinders using total Lagrangian MLPG method ⋮ DYNAMIC ELASTOPLASTIC ANALYSIS USING THE MESHLESS LOCAL NATURAL NEIGHBOR INTERPOLATION METHOD ⋮ Formulation for wave propagation in dissipative media and its application to absorbing layers in elastoplastic analysis using mathematical programming ⋮ New three-dimensional time-stepping transient fundamental solutions with applications ⋮ Dynamic inelastic structural analysis by the BEM: a review ⋮ Dynamic analysis of non-uniform taper bars in post-elastic regime under body force loading ⋮ A BEM formulation for inelastic transient dynamic analysis using domain decomposition and particular integrals

Uses Software

• GiD
• BEMECH

Cites Work

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• Advanced development of boundary element method for two-dimensional dynamic elasto-plasticity
• Implicit BEM formulations for usual and sensitivity problems in elasto-plasticity using the consistent tangent operator concept
• Development of BEM for thermoplasticity
• 2D and 3D transient heat conduction analysis by BEM via particular integrals
• An effective boundary element algorithm for 2D and 3D elastoplastic problems
• Dynamic non-linear stress analysis by the mass matrix BEM
• Two- and three-dimensional soil consolidation by BEM via particular integral
• Two- and three-dimensional transient thermoelastic analysis by BEM via particular integrals
• Numerical implementation of a CTO-based implicit approach for the BEM solution of usual and sensitivity problems in elasto-plasticity
• A new BEM formulation for transient axisymmetric poroelasticity via particular integrals
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• A simple BEM formulation for poroelasticity via particular integrals
• Arc-length procedures with BEM in physically nonlinear problems
• A new BEM formulation for tow- and three-dimensional elastoplasticity using particular integras
• A boundary element formulation to solve transient dynamic elastoplastic problems
• The use of Stokes' fundamental solution for the boundary only element formulation of the three‐dimensional Navier–Stokes equations for moderate Reynolds numbers
• An implicit BEM formulation for gradient plasticity and localization phenomena
• Inelastic transient dynamic analysis of three‐dimensional problems by BEM

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