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On the role of geometrically exact and second-order theories in buckling and post-buckling analysis of three-dimensional beam structures

  • Published:1996-12 Issue:6 Volume:61 Page:1101-1114
  • ISSN:0045-7949
  • Container-title:Computers & Structures
  • language:en
  • Short-container-title:Computers & Structures

Author:

Ibrahimbegović A.,Shakourzadeh H.,Batoz J.-L.,AI Mikdad M.,Guo Ying-Qiao

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference36 articles.

1. An excursion into large rotations;Argyris;Comput. Meth. appl. Mech. Engng,1982

2. Finite element method—the natural approach;Argyris;Comput. Meth. appl. Mech. Engng,1979

3. Non-linear finite element analysis with convected coordinates;Belytschko;Int. J. numer. Meth. Engng,1973

4. A consistent co-rotational formulation for non-linear, three-dimesional beam elements;Crisfield;Comput. Meth. appl. Mech. Engng,1990

5. Finite rotation analysis and consistent linearization using projectors;Nour-Omid;Comput. Meth. appl. Mech. Engng,1991

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