Large displacement analysis of curved beams

Proceedings, Annual Conference - Canadian Society for Civil Engineering

Volumn 2002, Issue , 2002, Pages 2005-2013

  Gerges, Rafik R ^a   El Damatty, A A ^a  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL METHODS; NUMERICAL ANALYSIS; PERFORMANCE; PROBLEM SOLVING; SHEAR STRENGTH; STIFFNESS; STRESS CONCENTRATION;

CURVED BEAMS; DISPLACEMENT ANALYSIS; LAGRANGIAN APPROACH;

BEAMS AND GIRDERS;

EID: 33645703039     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

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2. Bathe, K. J., Ramm, E. and Wilson, E. L. (1975) Finite element formulations for large deformation dynamic analysis, International Journal for Numerical Methods in Engineering, 9:353-386.
3. Hinton, E. and Owen D. (1980) Finite Element Programming, Academic Press, New York, NY, USA.
4. Holden, J. T. (1972) On the finite deflections of thin beams, International Journal of Solids and Structures, 8:1051-1055.
5. Koziey, B. and Mirza, F. A. (1994) Consistent curved beam element, Computers and Structures, 51:643-654.
6. Mallet, R. H. and Berke, L. (1966) Automated method for the large deflection and instability analysis of 3-dimensional truss and frame assemblies, AFFDL-TR-66-102.
7. Timoshenko, S. P. (1976) Strength of Materials, Robert T. Krieger, New York, NY, USA.
8. Williams, F. W. (1964) An approach to the nonlinear behaviour of the members of a rigid jointed plane framework with finite deflection, The Quarterly Journal of Mechanics and Applied Mathematics, 17(4):451-469.