The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip

Engineering Structures

Volumn 32, Issue 10, 2010, Pages 3103-3111

  Schnabl, S ^a   Planinc, I ^a  

^a UNIVERSITY OF LJUBLJANA   (Slovenia)

Author keywords

Analytical solutions; Axial deformation; Boundary conditions; Buckling; Composite column; Critical load; Elasticity; Layers; Reissner beam; Slip; Stability

Indexed keywords

ANALYTICAL SOLUTIONS; AXIAL DEFORMATIONS; COMPOSITE COLUMN; CRITICAL LOAD; LAYERS; REISSNER BEAM; SLIP;

BOUNDARY CONDITIONS; DEFORMATION; ELASTICITY;

BUCKLING;

ANALYTICAL METHOD; BOUNDARY CONDITION; BUCKLING; COLUMN; CRITICAL LOAD; DEFORMATION; ELASTICITY; SLIP;

EID: 77956341408     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.05.029     Document Type: Article

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