A simple triangular facet shell element with applications to linear and non-linear equilibrium and elastic stability problems

Computer Methods in Applied Mechanics and Engineering

Volumn 10, Issue 3, 1977, Pages 371-403

  Argyris, J H ^a   Dunne, P C ^a   Malejannakis, G A ^a   Schelkle, E ^a  

^a UNIVERSITY OF STUTTGART   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL TECHNIQUES - FINITE ELEMENT METHOD; PLATES - STRUCTURAL ANALYSIS;

DOMES AND SHELLS;

EID: 0017465499     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7825(77)90080-9     Document Type: Article

References (11)

1. On the application of the natural mode technique to small strain large displacement problems
2. A simple theory of geometrical stiffness with applications to beam and shell problems
3. Finite Element applications to non-linear and non-positive-definite linear problems
4. Computer and Mechanics
5. Matrix displacement analysis of shells and plates including transverse shear strain effects
6. Buckling of tapered rectangular plates in compression
7. Buckling of rectangular plates with general variation in thickness
8. Non-linear oscillations using finite element technique