Variationally-based theories for buckling of partial composite beam-columns including shear and axial effects

Engineering Structures

Volumn 33, Issue 8, 2011, Pages 2297-2319

  Challamel, Noël ^a   Girhammar, Ulf Arne ^b,c  

^a UNIVERSITÉ EUROPÉENNE DE BRETAGNE   (France)

^b LULEÅ UNIVERSITY OF TECHNOLOGY   (Sweden)

^c UMEÅ UNIVERSITY   (Sweden)

Author keywords

Boundary conditions; Buckling; Composite column; Engesser model; Haringx model; Interlayer slip; Partial interaction; Timoshenko theory; Variational formulation

Indexed keywords

COMPOSITE COLUMN; ENGESSER MODEL; HARINGX MODEL; INTERLAYER SLIP; PARTIAL INTERACTION; TIMOSHENKO THEORY; VARIATIONAL FORMULATION;

AXIAL LOADS; BOUNDARY CONDITIONS; BUCKLING; COMPOSITE BEAMS AND GIRDERS; LOADING; SHEAR DEFORMATION;

SHEAR FLOW;

BOUNDARY CONDITION; BUCKLING; DEFORMATION MECHANISM; ECCENTRICITY; EULERIAN ANALYSIS; LOADING TEST; SHEAR STRESS; STABILITY ANALYSIS; THEORETICAL STUDY;

EID: 79958059550     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.04.004     Document Type: Article

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