A layered shear-flexural plate/shell element using Timoshenko beam functions for nonlinear analysis of reinforced concrete plates

Finite Elements in Analysis and Design

Volumn 43, Issue 11-12, 2007, Pages 888-900

  Zhang, Y X ^a   Bradford, M A ^a   Gilbert, R I ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Geometric nonlinearity; Material nonlinearity; Mindlin Reissner plate theory; Rectangular layered plate element; Shear locking free; Timoshenko's composite beam functions

Indexed keywords

BENDING STRENGTH; COMPUTATIONAL GEOMETRY; FINITE ELEMENT METHOD; NONLINEAR SYSTEMS; SHEAR STRENGTH;

GEOMETRIC NONLINEARITY; MATERIAL NONLINEARITY; MINDLIN-REISSNER PLATE THEORY; RECTANGULAR LAYERED PLATE ELEMENTS; SHEAR-LOCKING FREE; TIMOSHENKO'S COMPOSITE BEAM FUNCTIONS;

COMPOSITE BEAMS AND GIRDERS;

EID: 34548205487     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2007.05.002     Document Type: Article

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