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Numerično modeliranje spojev v linijskih konstrukcijah
ID
Vovk, Jaka
(
Author
),
ID
Halilovič, Miroslav
(
Mentor
)
More about this mentor...
,
ID
Koc, Pino
(
Comentor
)
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MD5: 213BF47B10C96BB1115589B29F71939D
PID:
20.500.12556/rul/060ed554-e3bd-4fe0-be12-d0ea33928a76
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Abstract
V diplomski nalogi je predstavljen problem numeričnega modeliranja spojev v linijskih konstrukcijah. Predstavljen je preračun linijske konstrukcije (nadstrešek za avto) na dva različna načina. Pri prvem obravnavamo konstrukcijo z linijskimi končnimi elementi, pri drugem pa obravnavani model nadgradimo z detajlnim modelom spojev med posameznimi segmenti konstrukcije. V nalogi so opisane tudi najbolj klasične izvedbe spojev v praksi. Statična analiza je za oba primera narejena s pomočjo programskega paketa Abaqus.
Language:
Slovenian
Keywords:
metode končnih elementov
,
linijska konstrukcija
,
spoji
,
statična analiza
,
napetostno stanje
,
nosilci
Work type:
Bachelor thesis/paper
Organization:
FS - Faculty of Mechanical Engineering
Year:
2017
PID:
20.500.12556/RUL-95492
Publication date in RUL:
20.09.2017
Views:
13683
Downloads:
428
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:
VOVK, Jaka, 2017,
Numerično modeliranje spojev v linijskih konstrukcijah
[online]. Bachelor’s thesis. [Accessed 28 March 2025]. Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=95492
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Secondary language
Language:
English
Title:
Numerical modelling of joints in frame structures
Abstract:
The degree thesis presents the problem of numerical modeling of joints in frame structures. A frame structure (car port) is presented in two different ways. In the first consideration of the structure with beam finite elements, while in the second, the model is upgraded with a detailed model of joints between the individual segments of the structure. The task also describes the most classical connections in steel structures in practice. Static analysis is made for both cases using the Abaqus software package.
Keywords:
finite element method
,
frame structures
,
joints
,
static analysis
,
tension state
,
beams
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