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Analytical solution of two-layer beam taking into account interlayer slip and shear deformation
ID
Schnabl, Simon
(
Avtor
),
ID
Saje, Miran
(
Avtor
),
ID
Turk, Goran
(
Avtor
),
ID
Planinc, Igor
(
Avtor
)
PDF - Predstavitvena datoteka,
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MD5: B9180C1ED33116D9D3B7435C2C19FF40
PID:
20.500.12556/rul/00953c75-0ca1-4ea8-b482-d0f4db51734f
Galerija slik
Izvleček
A mathematical model is proposed and its analytical solution derived for the analysis of the geometrically and materially linear two-layer beams with different material and geometric characteristics of an individual layer. The model takes into account the effect of the transverse shear deformation on displacements in each layer. The analytical study is carried out to evaluate the influence of the transverse shear deformation on the static and kinematic quantities. We study a simply supported two-layer planar beam subjected to the uniformly distributed load. Parametric studies have been performed to investigate the influence of shear by varying material and geometric parameters, such as interlayer slip modulus (K), flexural-to-shear moduli ratios (E/G) and span-to-depth ratios (L/h). The comparison of the results for vertical deflections shows that shear deformations are more important for high slip modulus, for ``short'' beams with small L/h ratios, and beams with high E/G ratios. In these cases, the effect of the shear deformations becomes significant and has to be addressed in design. It also becomes apparent that models, which consider the partial interaction between the layers, should be employed if beams have very flexible connections.
Jezik:
Angleški jezik
Ključne besede:
beams
,
shear deformation
,
elasticity
,
composite structures
,
slip
Tipologija:
1.01 - Izvirni znanstveni članek
Organizacija:
FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:
American Society of Civil Engineers
Leto izida:
2007
Št. strani:
Str. 886-894
Številčenje:
Letn. 133, Št. 6
PID:
20.500.12556/RUL-32116
UDK:
624.072.2
ISSN pri članku:
0733-9445
DOI:
10.1061/(ASCE)0733-9445(2007)133:6(886)
COBISS.SI-ID:
3550305
Datum objave v RUL:
10.07.2015
Število ogledov:
4577
Število prenosov:
1073
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Objavi na:
Gradivo je del revije
Naslov:
Journal of structural engineering
Skrajšan naslov:
J. struct. eng.
Založnik:
American Society of Civil Engineers
ISSN:
0733-9445
COBISS.SI-ID:
1336581
Sekundarni jezik
Jezik:
Angleški jezik
Ključne besede:
nosilci
,
strižna deformacija
,
elastičnost
,
kompoziti
,
zdrs
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