Large torsion analysis of thin-walled open sections beams by the Asymptotic Numerical Method-Reference-Cited by-同舟云学术

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Large torsion analysis of thin-walled open sections beams by the Asymptotic Numerical Method

Published:2014-12 Issue: Volume:81 Page:240-255
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ed-dinari Aberrahmane,Mottaqui Hicham,Braikat Bouazza,Jamal Mohammad,Mohri Foudil,Damil Noureddine

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference54 articles.

1. Elastic stability of long beams under transverse forces;Michell;Phil Mag,1899

2. Prandtl L. Kipperscheinungen. Doctoral dissertation, Universitat Munchen; 1899.

3. Uber die Stabilitat der Biegung;Reissner;Sitzungsber Berl Math Ges Beil Arch Math Phys,1904

4. Wagner H. Torsion and buckling of open sections, Translated technical memorandum. NACA National Advisory Committee for Aeronautics 807; 1936.

5. Thin walled elastic beam, Moscow, French translation: Pièces longues en voiles minces;Vlasov,1962

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