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Exact buckling analysis of composite elastic columns including multiple delamination and transverse shear
ID
Rodman, Urban
(
Author
),
ID
Saje, Miran
(
Author
),
ID
Planinc, Igor
(
Author
),
ID
Zupan, Dejan
(
Author
)
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MD5: 3447BBE2AC93CC2F05DE6135CD700B67
PID:
20.500.12556/rul/85522001-23b9-434d-bdbf-0ec4168764ba
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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
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publisher:
Elsevier
Year:
2008
Number of pages:
Str. 1500-1514
Numbering:
Letn. 30, št. 6
PID:
20.500.12556/RUL-32145
UDC:
539.3
ISSN on article:
0141-0296
DOI:
10.1016/j.engstruct.2007.10.003
COBISS.SI-ID:
4035169
Publication date in RUL:
10.07.2015
Views:
3601
Downloads:
1043
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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
Secondary language
Language:
English
Keywords:
uklon
,
delaminacija
,
strig
,
konsistentna linearizacija
,
kompoztni nosilci
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