Finite element models for nonlinear analysis of steelconcrete composite beams with partial interaction in combined bending and shear

Finite Elements in Analysis and Design

Volumn 47, Issue 2, 2011, Pages 98-118

  Zona, Alessandro ^a   Ranzi, Gianluca ^b  

^a UNIVERSITY OF CAMERINO   (Italy)

^b UNIVERSITY OF SYDNEY   (Australia)

Author keywords

Finite element method; Locking; Nonlinear analysis; Partial interaction; Shear deformability; Steelconcrete composite beams; Timoshenko beam

Indexed keywords

DEFORMABILITY; LOCKING; PARTIAL INTERACTION; STEEL CONCRETE COMPOSITE BEAM; TIMOSHENKO BEAMS;

BENDING (DEFORMATION); COMPOSITE BEAMS AND GIRDERS; COMPOSITE STRUCTURES; FAILURE MODES; NONLINEAR ANALYSIS; PARTICLE BEAMS;

FINITE ELEMENT METHOD;

EID: 78149258347     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2010.09.006     Document Type: Article

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