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Locking-free two-layer Timoshenko beam element with interlayer slip
ID
Schnabl, Simon
(
Avtor
),
ID
Saje, Miran
(
Avtor
),
ID
Turk, Goran
(
Avtor
),
ID
Planinc, Igor
(
Avtor
)
PDF - Predstavitvena datoteka,
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MD5: A922411E1DEF607EE30C682080AD2531
PID:
20.500.12556/rul/474cc297-acd4-4115-8653-973716d634c8
Galerija slik
Izvleček
A new locking-free strain-based finite element formulation for the numerical treatment of linear static analysis of two-layer planar composite beams with interlayer slip is proposed. In this formulation, the modified principle of virtual work is introduced as a basis for the finite element discretization. The linear kinematic equations are included into the principle by the procedure, similar to that of Lagrangian multipliers. A strain field vector remains the only unknown function to be interpolated in the finite element implementation of the principle. In contrast with some of the displacement-based and mixed finite element formulations of the composite beams with interlayer slip, the present formulation is completely locking-free. Hence, there are no shear and slip locking, poor convergence and stress oscillations in these finite elements. The generalization of the composite beam theory with the consideration of the Timoshenko beam theory for the individual component of a composite beam represents a substantial contribution in the field of analysis of non-slender composite beams with an interlayer slip. An extension of the present formulation to the non-linear material problems is straightforward. As only a few finite elements are needed to describe a composite beam with great precision, the new finite element formulations is perfectly suited for practical calculations. (c) 2007 Elsevier B.V. All rights reserved.
Jezik:
Angleški jezik
Ključne besede:
composite beam
,
interlayer slip
,
Timoshenko beam theory
,
locking
,
finite element method
Tipologija:
1.01 - Izvirni znanstveni članek
Organizacija:
FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:
Elsevier
Leto izida:
2007
Št. strani:
Str. 705-714
Številčenje:
Letn. 43, Št. 9
PID:
20.500.12556/RUL-32115
UDK:
519.63:624.072
ISSN pri članku:
0168-874X
DOI:
10.1016/j.finel.2007.03.002
COBISS.SI-ID:
3549025
Datum objave v RUL:
10.07.2015
Število ogledov:
5209
Število prenosov:
1078
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Objavi na:
Gradivo je del revije
Naslov:
Finite elements in analysis and design
Skrajšan naslov:
Finite elem. anal. des.
Založnik:
Elsevier
ISSN:
0168-874X
COBISS.SI-ID:
579602
Sekundarni jezik
Jezik:
Angleški jezik
Ključne besede:
kompozitni nosilec
,
zdrs
,
Timoshenkova teorija nosilcev
,
blokiranje
,
metoda končnih elementov
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