An explicit expression for the tangent-stiffness of a finitely deformed 3-D beam and its use in the analysis of space frames

Author:

Kondoh K.,Tanaka K.,Atluri S.N.

Publisher

Elsevier BV

Subject

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

Reference19 articles.

1. A simplified finite element method for large deformation, post-buckling analyses of large frame structures, using explicitly derived tangent stiffness matrices;Kondoh;Int. J. numer. Meths Engng,1984

2. On large displacement-small strain analysis of structures with rotational degrees of freedom;Argyris;Comput. Meth. appl. Mech. Engng,1978

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

4. Alternate stress measures, conjugate strain measures, and mixed variational formulations, for computational analyses of finitely deformed solids, with applications to plates and shells—Part I: Theory;Atluri;Comput. Struct.,1984

5. Elastic buckling of rigidly-jointed braced frames;Britvec,1963

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