A non-linear finite element formulation for shells of arbitrary geometry

Computer Methods in Applied Mechanics and Engineering

Volumn 190, Issue 37-38, 2001, Pages 4967-4986

  Ricci Maccarini, Roberto ^a   Saetta, Anna ^b   Vitaliani, Renato ^a  

^a UNIVERSITY OF PADOVA   (Italy)

^b UNIVERSITY IUAV OF VENICE   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COMPUTER SIMULATION; DEGREES OF FREEDOM (MECHANICS); FINITE ELEMENT METHOD; KINEMATICS; MATHEMATICAL MODELS; STRAIN; STRESS ANALYSIS;

LAGRANGIAN APPROACH; MINDLIN-REISSNER APPROACH;

SHELLS (STRUCTURES);

SHELL STRUCTURE;

EID: 0035933319     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7825(00)00358-3     Document Type: Article

References (11)

1. Analysis of thick and thin shell structures by curved elements
2. A finite element formulation for shells of arbitrary geometry
3. On a stress resultant geometrically exact shell model. Part I: Formulation and optimal parametrization
4. On a stress resultant geometrically exact shell model. Part II: The linear theory; computational aspects
5. Large deflection of a fluid-filled spherical shell under a point load
6. On a stress resultant geometrically exact shell model. Part III: Computational aspects of the nonlinear theory