A hybrid approach to the transient collapse analysis of thin walled frameworks II

Computer Methods in Applied Mechanics and Engineering

Volumn 148, Issue 3-4, 1997, Pages 423-437

  Vignjevic, R ^a  

^a CRANFIELD UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; ELASTICITY; MATHEMATICAL MODELS; PLASTICITY; STIFFNESS; STRUCTURAL FRAMES;

HYBRID APPROACH; TRANSIENT COLLAPSE;

FINITE ELEMENT METHOD;

EID: 0031554846     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7825(96)01162-0     Document Type: Article

References (8)

1. R. Vignjevic, A hybrid approach to the transient collapse analysis of thin walled frameworks I, Comput. Methods Appl. Mech. Engrg. 148 (1997) 407-421.
2. T. Belytschko and L. Schwer, Large displacement transient analysis of space frames, Int. J. Numer. Methods Engrg. 11 (1977) 65-84.
3. H.J. Argyris, S. Kelsey and H. Kamel, Matrix methods of structural analysis, AGARDograph 72 (Pergamon Press, New York, 1964).
4. T. Belytschko and J.B. Hsieh, Non-linear transient finite element analysis with convected coordinates, Int. J. Numer. Methods Engrg. 7 (1973) 255-271.
5. R. Vignjevic, A simplified simulation of the combined bending/torsion collapse of thin walled beams in the explicit DYNA3D program, Ph.D. Thesis, Cranfield Institute of Technology, 1993.
6. J.S. Prezimeniecki, Theory of Matrix Structural Analysis (McGraw-Hill, 1968).
7. J.C. Brown, The collapse of thin walled rectangular beams in biaxial bending, M.Sc. Thesis, Cranfield Institute of Technology, 1983.
8. D. Kecman, Bending collapse of rectangular and section tubes in relation to the buss roll over problem, Ph.D. Thesis, Cranfield Institute of Technology, 1979.