Mixed models and reduced/selective integration displacement models for nonlinear analysis of curved beams

International Journal for Numerical Methods in Engineering

Volumn 17, Issue 4, 1981, Pages 615-631

  Noor, Ahmed K ^a   Peters, Jeanne M ^a  

^a GEORGE WASHINGTON UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; MATHEMATICAL TECHNIQUES - FINITE ELEMENT METHOD;

ARCHES;

EID: 0019556497     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.1620170409     Document Type: Article

References (19)

1. Large deflection, geometrically nonlinear finite element analysis of circular arches
2. Some high‐order elements for arches and shells
3. Nonlinear buckling analysis of sandwich arches
4. A nonlinear finite element analysis of shallow circular arches
5. Nonlinear finite element analysis of curved beams
6. Reissner's principle in finite element formulations
7. Reduced integration techniques in general analysis of plates and shells
8. Improved numerical integration of thick finite elements
9. A study of quadrilateral plate bending elements with reduced integration
10. Local and global smoothing of discontinuous finite element functions using a least square method
11. Reduced and selective integration techniques in the finite element analysis of plates
12. Mixed finite element methods—reduced and selective integration techniques: a unification of concepts
13. Reduced integration, function smoothing and non‐conformity in finite element analysis (with special reference to thick plates)
14. Mixed isoparametric finite element models of laminated composite shells
15. Nonlinear shell analysis via mixed isoparametric elements
16. Buckling of shallow arches
17. Finite element analysis of nonlinear static and dynamic response