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On "A proposed standard set of problems to test finite element accuracy" : the twisted beam
ID
Zupan, Dejan
(
Author
),
ID
Saje, Miran
(
Author
)
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MD5: 7A79ACAEBA00367FA02187115809B53F
PID:
20.500.12556/rul/61506929-cfd3-4037-892f-cf8e1af1f7c8
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Abstract
The standard test problem of MacNeal and Harder (Finite Elem. Anal. Des. 1 (1985) 3) for the verification of spatial beam finite elements, i.e. the deflection of the initially twisted beam, is commented through the analysis of three variants of initially twisted beams: (i) a linearly twisted beam with a constant cross-section; (ii) a non-linearly twisted beam with a constant cross-section; and (iii) a non-linearly twisted beam with variable cross-sections. Our numerical results lead to the conclusion that the twisted beam problem (Finite Elem. Anal. Des. 1 (1985) 3) assumes the linearly twisted, curved-edge beam. (C) 2003 Elsevier B.V. All rights reserved.
Language:
English
Keywords:
three-dimensional beams
,
finite element method
,
standard test problem
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publisher:
Elsevier
Year:
2004
Number of pages:
Str. 1445-1451
Numbering:
Letn. 40, št.11
PID:
20.500.12556/RUL-32160
UDC:
624.072:519.63
ISSN on article:
0168-874X
DOI:
10.1016/j.finel.2003.10.001
COBISS.SI-ID:
2322529
Publication date in RUL:
10.07.2015
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4866
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827
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Title:
Finite elements in analysis and design
Shortened title:
Finite elem. anal. des.
Publisher:
Elsevier
ISSN:
0168-874X
COBISS.SI-ID:
579602
Secondary language
Language:
English
Keywords:
prostorski nosilci
,
metoda končnih elementov
,
standardni test elementa
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