Long-term deflection of cracked composite beams with nonlinear partial shear interaction: I - Finite element modeling

Journal of Constructional Steel Research

Volumn 64, Issue 12, 2008, Pages 1446-1455

  Sakr, Mohammed A ^a   Sakla, Sherief S S ^a  

^a TANTA UNIVERSITY   (Egypt)

Author keywords

Composite beams; Concrete; Creep; Finite element method; Serviceability; Shrinkage; Steel

Indexed keywords

CONCRETE BLOCKS; CONCRETE CONSTRUCTION; CONCRETE PRODUCTS; CONCRETE SLABS; CONCRETES; CONNECTORS (STRUCTURAL); CREEP; DEFORMATION; FINITE ELEMENT METHOD; SHRINKAGE;

COMPOSITE BEAMS; CONCRETE; CONCRETE DECKS; CRACKED COMPOSITE BEAMS; DEGREE OF ACCURACY; FINITE ELEMENT MODELING; FINITE ELEMENT PROCEDURE; INDEPENDENT VARIABLES; ITERATIVE PROCEDURES; LONG TERM DEFLECTIONS; LONG-TERM BEHAVIOR; NON LINEARITIES; NON-LINEAR BEHAVIORS; NON-LINEAR LOADS; NONLINEAR FINITE ELEMENT PROCEDURE; PARAMETRIC STUDIES; SERVICEABILITY; SERVICEABILITY LIMIT STATE; SHEAR CONNECTORS; STEEL;

COMPOSITE BEAMS AND GIRDERS;

EID: 52049083705     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.01.003     Document Type: Article

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