A simple FEM formulation for large deflection 2D frame analysis based on position description
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics
Reference42 articles.
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3. Elastica of simple variable-arc-length beam subjected to end moment;Chuchkeepsakul;J. Engrg. Mech.––ASCE,1995
4. Non-linear analysis of portal frames;Simitses;Internat. J. Numerical Methods Engrg.,1981
5. Large-deformation analysis of flexible beams;Pai;Internat. J. Solids and Structures,1996
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