Stability of slender beams and frames resting on 2D elastic half-space

DOI10.1007/S00419-012-0694-5zbMath1293.74131OpenAlexW2159289562WikidataQ58481120 ScholiaQ58481120MaRDI QIDQ396440

Antonio Tralli, Nerio Tullini, Daniele Baraldi

Publication date: 13 August 2014

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: http://hdl.handle.net/11392/1765302

zbMATH Keywords

frictionless contactbucklingmixed finite elementsEuler-Bernoulli beamsoil-structure interactionflamant solution

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Contact in solid mechanics (74M15) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (3)

In-plane bending of Timoshenko beams in bilateral frictionless contact with an elastic half-space using a coupled FE-BIE method ⋮ 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

Cites Work

• Effect of finite element choice in blunt crack band analysis
• Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral
• Contact Mechanics
• Incremental displacement algorithms for nonlinear problems
• Buckling of a Beam on a Wieghardt‐Type Elastic Foundation
• Unnamed Item
• Unnamed Item

This page was built for publication: Stability of slender beams and frames resting on 2D elastic half-space