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Energy conserving time integration scheme for geometrically exact beam
ID
Gams, Matija
(
Author
),
ID
Planinc, Igor
(
Author
),
ID
Saje, Miran
(
Author
)
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MD5: B471E212C4860748468991FA8E8B3349
PID:
20.500.12556/rul/8bdd229d-6f55-42bd-8423-5df77dbfdde4
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Abstract
An energy conserving finite-element formulation for the dynamic analysis of geometrically non-linear beam-like structures undergoing large overall motions has been developed. The formulation uses classical displacement-based planar beam finite elements described in an inertial frame. It takes into account finite axial, bending and shear strains. A theoretically consistent approach is used to derive a novel and simple energy conserving scheme, using the unconventional incremental strain update rather than the standard strong form. Numerical examples demonstrate perfect energy and momenta conservation, stability and robustness of the scheme, and good convergence properties in terms of both the Newton-Raphson method and time step size. (c) 2006 Elsevier B.V. All rights reserved.
Language:
English
Keywords:
Reissner beam
,
elasticty
,
nonlinear dynamics
,
time integration
,
conserving algorithms
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publisher:
Elsevier
Year:
2007
Number of pages:
Str. 2117-2129
Numbering:
Letn. 196, št. 17-20
PID:
20.500.12556/RUL-32154
UDC:
624.072:519.61/.64
ISSN on article:
0045-7825
DOI:
10.1016/j.cma.2006.10.012
COBISS.SI-ID:
3445345
Publication date in RUL:
10.07.2015
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4756
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1052
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Title:
Computer methods in applied mechanics and engineering
Shortened title:
Comput. methods appl. mech. eng.
Publisher:
Elsevier
ISSN:
0045-7825
COBISS.SI-ID:
6695685
Secondary language
Language:
English
Keywords:
Reissnerjev nosilec
,
elastičnost
,
nelinearna dinamika
,
časovna integracija
,
algoritmi
,
ohranjanje energije
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