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Exact buckling analysis of composite elastic columns including multiple delamination and transverse shear
Rodman, Urban (Author), Saje, Miran (Author), Planinc, Igor (Author), Zupan, Dejan (Author)

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Abstract
The exact analytical solution of buckling in beams with multiple delaminations is presented. In order to investigate analytically the influence of axial and shear strains on buckling loads, the geometrically exact beam theory is employed with no simplification of the governing equations. The critical forces are then obtained by the linearized stability theory. The parametric studies are designed so that they give us fundamental understanding of the effects of the delamination number, length and position on the buckling load. The effect of shear is found to be of substantial importance. (c) 2007 Elsevier Ltd. All rights reserved.

Language:English
Keywords:buckling, multiple delaminations, transvere shear, consistent linearization, compozite beam
Tipology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2008
Publisher:Elsevier
Number of pages:Str. 1500-1514
Numbering:Letn. 30, št. 6
UDC:539.3
ISSN on article:0141-0296
DOI:10.1016/j.engstruct.2007.10.003 Link is opened in a new window
COBISS.SI-ID:4035169 Link is opened in a new window
Views:1307
Downloads:594
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Record is a part of a journal

Title:Engineering structures
Shortened title:Eng. struct.
Publisher:Elsevier
ISSN:0141-0296
COBISS.SI-ID:7750666 This link opens in a new window

Secondary language

Language:English
Keywords:uklon, delaminacija, strig, konsistentna linearizacija, kompoztni nosilci

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