New assumed strain triangles for non linear shell analysis

Computational Mechanics

Volumn 17, Issue 1-2, 1995, Pages 107-114

  Flores, F G ^a   Onate E ^b   Zarate, F ^b  

^a UNIVERSIDAD NACIONAL DE CÓRDOBA   (Argentina)

^b UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; DEFORMATION; GEOMETRY; MATHEMATICAL MODELS; STRAIN;

NONLINEAR SHELL ANALYSIS; SHELL THEORY; STRAIN TRIANGLES;

FINITE ELEMENT METHOD;

EID: 0029516649     PISSN: 01787675     EISSN: 14320924     Source Type: Journal    
DOI: 10.1007/BF00356483     Document Type: Article

References (22)

1. Analysis of thick and thin shell structures by curved finite elements
2. Shell theory versus degeneration. A comparison in large rotation finite element analysis
3. Three dimensional extension of non-linear shell formulation based on the enhanced assumed strain concept
4. A continuum mechanics based, four noded shell element for non-linear analysis
5. The constant moment plate bending element
6. A simple triangular element for thick and thin plate and shell analysis
7. On Stress Resultant Geometrically Exact Shell Model. Part I: Formulation and Optimal Parametrization
8. On Stress Resultant Geometrically Exact Shell Model. Part II: The Linear Theory; Computational Aspects
9. On Stress Resultant Geometrically Exact Shell Model. Part III: Computational Aspects of The Nonlinear Theory
10. On Stress Resultant Geometrically Exact Shell Model. Part IV Nonlinear Plasticity: formulation and integration algorithms
11. On Stress Resultant Geometrically Exact Shell Model. Part IV: Variable thickness shells with through the thickness stretching
12. Plate Bending Elements with Discrete Constrains: New Triangular Elements
13. Plate Bending Elements with Discrete Constrains: New Triangular Elements