Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection

Finite Elements in Analysis and Design

Volumn 40, Issue 4, 2004, Pages 425-448

  Dall'Asta, Andrea ^a   Zona, Alessandro ^b  

^a UNIVERSITY OF CAMERINO   (Italy)

^b UNIVERSITÀ POLITECNICA DELLE MARCHE   (Italy)

Author keywords

Composite beams; Deformable shear connection; Locking; Mixed formulation; Non linear analysis; Shear connection

Indexed keywords

CANTILEVER BEAMS; CONCRETES; FINITE ELEMENT METHOD; SHEAR DEFORMATION; STEEL;

NON-LINEAR ANALYSIS;

COMPOSITE BEAMS AND GIRDERS;

EID: 0242720827     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0168-874X(03)00071-4     Document Type: Article

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