Locking-free finite element method for a bending moment formulation of Timoshenko beams-Reference-Cited by-同舟云学术

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Locking-free finite element method for a bending moment formulation of Timoshenko beams

Published:2014-08 Issue:3 Volume:68 Page:118-131
ISSN:0898-1221
Container-title:Computers & Mathematics with Applications
language:en
Short-container-title:Computers & Mathematics with Applications

Author:

Lepe Felipe,Mora David,Rodríguez Rodolfo

Funder

Universidad de Chile (Chile)

CONICYT-Chile

DIUBB

Anillo ANANUM, ACT1118, CONICYT (Chile)

Publisher

Elsevier BV

Subject

Computational Mathematics,Computational Theory and Mathematics,Modeling and Simulation

Reference24 articles.

1. Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods;Beirão da Veiga;Comput. Methods Appl. Mech. Engrg.,2012

2. Computation of natural frequencies of shear deformable beams and plates by an RBF-pseudospectral method;Ferreira;Comput. Methods Appl. Mech. Engrg.,2006

3. A locking-free FEM in active vibration control of a Timoshenko beam;Hernández;SIAM J. Numer. Anal.,2009

4. Approximation of the vibration modes of a Timoshenko curved rod of arbitrary geometry;Hernández;IMA J. Numer. Anal.,2009

5. A locking-free finite element method for the buckling problem of a non-homogeneous Timoshenko beam;Lovadina;ESAIM Math. Model. Numer. Anal.,2011

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