A co-rotational formulation for 2-D continua including incompatible modes

International Journal for Numerical Methods in Engineering

Volumn 39, Issue 15, 1996, Pages 2619-2633

  Crisfield, M A ^a   Moita, G F ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Co rotational formulation; Continua; Finite elements; hyperelasticity

Indexed keywords

ELASTICITY; MECHANICS; ROTATION; STRAIN; STRESSES;

CO-ROTATIONAL FORMULATION; CONTINUA;

FINITE ELEMENT METHOD;

EID: 0030214712     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19960815)39:15<2619::AID-NME969>3.0.CO;2-N     Document Type: Article

References (5)

1. G. Wempner, 'Finite elements, finite rotations and small stains of flexible shells', Int. J. Solids Struct., 5, 117-153 (1969).
2. T. Belytschko and B. J. Hsieh, 'Non-linear trasient finite element analysis with convected co-ordinates', Int. j. numer. methods eng., 7, 255-271 (1973).
3. J. H. Argyris, H. Balmer, J. S. Doltsinis, P. C. Dunne, M. Haase, M. Kleiber, G. A. Malejannakis, H. P. Mlejenek, M. Müller and D. W. Scharpf, 'Finite element method - the natural approach', Comp. Methods Appl. Mech. Eng., 17/18, 1-106 (1979).
4. T. Yamada and F. Kikuchi, 'An arbitray Lagrangian-Eulerian finite element method for incompressible hyperelasticity'. Comp Methods Appl. Mech. Eng., 102, 149-177 (1993).
5. G. F. Moita and M A. Crisfield, 'A finite element formulation for 3-D continua using the co-roiationa technique', Int. J. Numer. Methods Eng., accepted for publication.