A general 3D BEM/FEM coupling applied to elastodynamic continua/frame structures interaction analysis

DOI<695::AID-NME692>3.0.CO;2-M 10.1002/(SICI)1097-0207(19991020)46:5<695::AID-NME692>3.0.CO;2-MzbMath0980.74073OpenAlexW1991734207MaRDI QIDQ4953082

Wilson Sergio Venturini, Mohammad Hossien Aliabadi, Humberto Breves Coda

Publication date: 12 March 2002

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19991020)46:5<695::aid-nme692>3.0.co;2-m

zbMATH Keywords

boundary element methodthree-dimensional bodiescomposite domainsdynamics of structuresanalysis of buildings

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Finite element methods applied to problems in solid mechanics (74S05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items (14)

Nonsingular boundary element flexural analysis of stiffened plates ⋮ Nonlinear IGABEM formulations for the mechanical modelling of 3D reinforced structures ⋮ Two-dimensional solids reinforced by thin bars using the boundary element method ⋮ New methodology for the treatment of two dimensional viscoelastic coupling problems. ⋮ Analysis of stiffened plates by the boundary element method ⋮ BEM-FEM coupling model for the dynamic analysis of piles and pile groups ⋮ Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems ⋮ A boundary element methodology for viscoelastic analysis: Part II without cells ⋮ Boundary element formulation for 2D solids with stiff and soft thin inclusions ⋮ Non-conforming interface coupling and symmetric iterative solution in isogeometric FE-BE analysis ⋮ A frequency domain boundary element formulation for dynamic interaction problems in poroviscoelastic media ⋮ Simplified BEM/FEM model for dynamic analysis of structures on piles and pile groups in viscoelastic and poroelastic soils ⋮ A derivation of nonsingular displacement and stress fields within a 3D full-space through Radon transforms ⋮ One step forward towards the full integration of BEM and CAD software: an effective adaptive approach

Cites Work

• Effective numerical treatment of boundary integral equations: A formulation for three‐dimensional elastostatics
• Three-dimensional transient BEM analysis
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