A boundary element formulation for geometrically nonlinear analysis of shear deformable shells

Computer Methods in Applied Mechanics and Engineering

Volumn 195, Issue 33-36, 2006, Pages 4635-4654

  Dirgantara, T ^a   Aliabadi, M H ^b  

^a QUEEN MARY UNIVERSITY OF LONDON   (United Kingdom)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Boundary integral equation method; Large deflection; Reissner theory; Shallow shells

Indexed keywords

BOUNDARY ELEMENT METHOD; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; GEOMETRY; INTEGRAL EQUATIONS; PROBLEM SOLVING; SHEAR DEFORMATION;

BOUNDARY INTEGRAL EQUATION METHOD; GEOMETRICALLY NONLINEAR DEFLECTION; LARGE DEFLECTION; NONLINEAR ANALYSIS; REISSNER THEORY; SHALLOW SHELLS;

SHELLS (STRUCTURES);

BOUNDARY ELEMENT METHOD; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; GEOMETRY; INTEGRAL EQUATIONS; PROBLEM SOLVING; SHEAR DEFORMATION; SHELLS (STRUCTURES);

EID: 33646190107     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cma.2005.10.003     Document Type: Article

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