In-plane bending of Timoshenko beams in bilateral frictionless contact with an elastic half-space using a coupled FE-BIE method
DOI10.1016/J.ENGANABOUND.2018.09.008zbMath1404.74077OpenAlexW2895849205WikidataQ58481102 ScholiaQ58481102MaRDI QIDQ1634547
Nerio Tullini, Daniele Baraldi
Publication date: 18 December 2018
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2018.09.008
Timoshenko beamsoil-structure interactionmixed variational principleBoussinesq solutionfrictionless bilateral contactlocking-free finite element
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Contact in solid mechanics (74M15) Finite element methods applied to problems in solid mechanics (74S05)
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Stability of slender beams and frames resting on 2D elastic half-space
- Theorems in linear elastostatics for exterior domains
- Elastic contact between a flexible circular plate and a transversely isotropic elastic halfspace
- An integral equation solution of the plane problem of the theory of elasticity
- Boundary element methods for potential problems
- Plate in the form of an infinite strip on an elastic half-space
- On locking-free shear deformable beam finite elements
- Integration of singularities in FE/BE analyses of soil-foundation interaction with non-homogeneous elastic soils
- Biot's problem for a Biot material
- An alternative BE-FE formulation for a raft resting on a finite soil layer
- A coupled FE-BIE model for the static analysis of Timoshenko beams bonded to an orthotropic elastic half-plane
- Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model
- Adaptive approximations for 3-D electrostatic plate problems
- Mindlin's problem for a half-space indented by a flexible plate
- Static interaction analysis between a Timoshenko beam and layered soils by analytical layer element/boundary element method coupling
- Static analysis of Timoshenko beam on elastic multilayered soils by combination of finite element and analytical layer element
- Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral
- On bending of an infinite beam on elastic half-space
- The flexure of an infinite strip of finite width embedded in an isotropic elastic medium of infinite extent
- A Modified Galerkin Procedure for Bending of Beams on Elastic Foundations
- Locking-free finite elements for shear deformable orthotropic thin-walled beams
- Spatial Contact Problems in Geotechnics
- Contact Mechanics
- On the performance of Mindlin plate elements in modelling plate-elastic medium interaction: A comparative study
- Beam bending problems on a Pasternak foundation using reciprocal variational inequalities
- An improved two-node timoshenko beam finite element
- The Shear Coefficient in Timoshenko’s Beam Theory
- Series Solutions for Beams on Elastic Foundations
- Anisotropic Mesh Refinement: The Conditioning of Galerkin Boundary Element Matrices and Simple Preconditioners
This page was built for publication: In-plane bending of Timoshenko beams in bilateral frictionless contact with an elastic half-space using a coupled FE-BIE method