Large-deflection and postbuckling of beam-columns with non-linear semi-rigid connections including shear and axial effects-Reference-Cited by-同舟云学术

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Large-deflection and postbuckling of beam-columns with non-linear semi-rigid connections including shear and axial effects

Published:2015-12 Issue: Volume:77 Page:85-95
ISSN:0020-7462
Container-title:International Journal of Non-Linear Mechanics
language:en
Short-container-title:International Journal of Non-Linear Mechanics

Author:

Giraldo-Londoño Oliver,Monsalve-Giraldo J. Sebastian,Aristizabal-Ochoa J. Dario

Funder

Department of Civil Engineering of the School of Mines of the National University of Colombia at Medellín

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference29 articles.

1. Postbuckling analysis of Timoshenko nanobeams including surface stress effect;Ansari;Int. J. Eng. Sci.,2014

2. A large deflection model for the pull-in analysis of electrostatically actuated microcantilever beams;Chaterjee;J. Sound Vib.,2009

3. Axially and transversely loaded Timoshenko and laced built-up columns with arbitrary supports;Gantes;J. Constr. Steel Res.,2012

4. Large displacement analysis of shear deformable composite beams with interlayer slips;Hjiaj;Int. J. Non-Linear Mech.,2012

5. Large deflections of tapered functionally graded beams subjected to end forces;Nguyen;Appl. Math. Model.,2014

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3. Plastic-zone advanced analysis – Formulation including semi-rigid connection;Engineering Structures;2020-06

4. Post-buckling analysis of nonlinear shear-deformable prismatic columns using a GBT consistent energy formulation;Computers & Structures;2017-10

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