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Analytical solution for buckling of asymmetrically delaminated Reissner's elastic columns including transverse shear
ID
Kryžanowski, Andrej
(
Author
),
ID
Saje, Miran
(
Author
),
ID
Planinc, Igor
(
Author
),
ID
Zupan, Dejan
(
Author
)
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MD5: 90F7AF3CDFBD49BAE4555FADE683B1FB
PID:
20.500.12556/rul/bb3f3962-da3a-45b4-b347-3ed749ede0be
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Abstract
The exact analytical solution of buckling in delaminated columns 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. In the paper, we limit the studies to linear elastic columns with a single delamination, but with arbitrary longitudinal and vertical asymmetry of delamination and arbitrary boundary conditions. The studies of quantitative and qualitative influence of transverse shear are shown in detail and extensive results for buckling loads with respect to delamination length, thickness and longitudinal position are presented. (c) 2007 Elsevier Ltd. All rights reserved.
Language:
English
Keywords:
delamination
,
buckling
,
layered beam
,
shear deformation
,
elasticity
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publisher:
Elsevier
Year:
2008
Number of pages:
Str. 1051-1070
Numbering:
Letn. 45, Št. 3/4
PID:
20.500.12556/RUL-32148
UDC:
535/536:721
ISSN on article:
0020-7683
DOI:
10.1016/j.ijsolstr.2007.09.027,
COBISS.SI-ID:
3712097
Publication date in RUL:
10.07.2015
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2813
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Record is a part of a journal
Title:
International journal of solids and structures
Shortened title:
Int. j. solids struct.
Publisher:
Pergamon Press
ISSN:
0020-7683
COBISS.SI-ID:
997903
Secondary language
Language:
English
Keywords:
delaminacije
,
uklon
,
slojeviti nosilci
,
strižne deformacije
,
elastičnost
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