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Inelastic buckling of two-layer composite columns with non-linear interface compliance
ID
Schnabl, Simon
(
Author
),
ID
Planinc, Igor
(
Author
)
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MD5: 54681E4A35C3F747C31B3FF0D744D450
PID:
20.500.12556/rul/47c71b6f-ce3b-408a-a3de-9085b1be4f73
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Abstract
A mathematical model for a slip-buckling problem has been proposed and its exactsolution has been found for the analysis of materially inelastic two-layer composite columns with non-linear interface compliance. The mathematical model has been carried out to evaluate exact critical buckling loads. It has been demonstrated mathematically exactly, that exact critical buckling loads are influenced by the initial stiffness, and hence on linear portion of the interface force-slip relationship. Besides, it has been shown that material inelasticity can reduce the critical buckling loads significantly and that the interlayer stiffness has an important effect on thetransition between the elastic and inelastic buckling
Language:
English
Keywords:
stability
,
buckling
,
inelastic
,
composite
,
slip
,
exact
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publisher:
Elsevier
Year:
2011
Number of pages:
Str. 1077-1083
Numbering:
Letn. 53, št. 12
PID:
20.500.12556/RUL-32129
UDC:
624.075.2
ISSN on article:
0020-7403
DOI:
10.1016/j.ijmecsci.2011.09.002
COBISS.SI-ID:
5522529
Publication date in RUL:
10.07.2015
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3275
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896
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Record is a part of a journal
Title:
International journal of mechanical sciences
Shortened title:
Int. j. mech. sci.
Publisher:
Elsevier
ISSN:
0020-7403
COBISS.SI-ID:
25648384
Secondary language
Language:
English
Keywords:
stabilnost
,
uklon
,
neelastičnost
,
kompoziti
,
zdrs
,
točno
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