A consistent approach to linear stability of thin-walled beams of open section-Reference-Cited by-同舟云学术

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A consistent approach to linear stability of thin-walled beams of open section

Published:1988-01 Issue:7 Volume:30 Page:503-515
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Laudiero F.,Zaccaria D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference26 articles.

1. Bending, torsion and buckling of bars composed of thin walls;Bleich,1936

2. Drillknicken zentrisch gedrückter stäbemit offenem profil im elastischen bereich;Kappus,1937

3. The buckling of compressed bars by torsion and flexure;Goodier;Cornell Univ. Eng. Expt. Sta. Bull.,1941

Cited by 15 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Lateral buckling analysis of beams of arbitrary cross section by BEM;Computational Mechanics;2009-09-16

2. Flexural–torsional postbuckling analysis of beams of arbitrary cross section;Acta Mechanica;2009-03-10

3. Vibration analysis with second-order effects of pultruded FRP frames using locking-free elements;Thin-Walled Structures;2009-02

4. Buckling analysis of FRP pultruded frames using locking-free finite elements;Thin-Walled Structures;2008-03

5. Locking-free finite elements for shear deformable orthotropic thin-walled beams;International Journal for Numerical Methods in Engineering;2007

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