Advanced finite element modelling of perforated composite beams with flexible shear connectors

Engineering Structures

Volumn 30, Issue 10, 2008, Pages 2724-2738

  Wang, A J ^a   Chung, K F ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Bending; Composite beam; Finite element method; Perforated section; Shear; Shear connector; Vierendeel mechanism; Web opening

Indexed keywords

BENDING (DEFORMATION); COMPOSITE BEAMS AND GIRDERS; CONNECTORS (STRUCTURAL); CONSTRUCTION INDUSTRY; LOAD LIMITS; ONTOLOGY; THREE DIMENSIONAL; TWO DIMENSIONAL;

ADVANCED ANALYSIS; BEAM LENGTH; BENDING; COMPOSITE BEAM; COMPOSITE BEAMS; DESIGN AND CONSTRUCTION; DESIGN METHODS; FINITE ELEMENT MODELING; FINITE ELEMENT MODELLING; FLEXIBLE SHEAR CONNECTORS; IN BUILDINGS; LOAD-CARRYING CAPACITIES; LOCAL BENDING; LONG SPAN; LONGITUDINAL SHEAR; NON LINEARITIES; NON-LINEAR DEFORMATION; PERFORATED SECTION; PLANE STRESSES; PULL-OUT FORCES; RESEARCH AND DEVELOPMENT; SHEAR; SHEAR CONNECTOR; SHEAR CONNECTORS; SHEAR FORCES; SHELL ELEMENTS; STRUCTURAL BEHAVIOURS; TEST DATA; THREE-DIMENSIONAL FINITE ELEMENT MODELS; VIERENDEEL MECHANISM; WEB OPENING; WEB OPENINGS;

FINITE ELEMENT METHOD;

BENDING; BUILDING; COMPOSITE; DESIGN METHOD; FINITE ELEMENT METHOD; LOADING; MODELING; SHEAR; STRUCTURAL ANALYSIS;

EID: 52749096448     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.03.001     Document Type: Article

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