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Title:Parametrična analiza voziščne konstrukcije z metodo končnih elementov : magistrsko delo
Authors:ID Štrumbelj, Martin (Author)
ID Žlender, Bojan (Mentor) More about this mentor... New window
ID Jelušič, Primož (Comentor)
Files:.pdf MAG_Strumbelj_Martin_2020.pdf (6,90 MB)
MD5: 9A329AA2FC7CEC02601DDD18DD76788E
PID: 20.500.12556/dkum/5dd95541-e61c-48be-936a-477c186f6627
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Magistrsko delo obravnava parametrično analizo voziščne konstrukcije z numerično metodo - metodo končnih elementov. Delo je sestavljeno iz petih delov, in sicer je v samem začetku dela teoretični del, kjer je na kratko opisana zgodovina in prihodnost voziščne konstrukcije ter splošen opis voziščne konstrukcije sedanjosti. V nadaljevanju je predstavljeno dimenzioniranje voziščne konstrukcije po tehničnih specifikacijah za ceste - TSC. Našteti in opisani so vsi pogoji, priporočila ter zahteve, ki jih mora načrtovalec oz. projektant upoštevati pri načrtovanju in dimenzioniranju voziščne konstrukcije. Po teoretičnem delu sledi praktičen primer dimenzioniranja voziščne konstrukcije po TSC (empirični postopek dimenzioniranja voziščne konstrukcije), kjer obravnamo realen primer odseka ceste v občini Starše. V zadnjem delu je podana parametrična analiza voziščne konstrukcije, izvedene z metodo končnih elementov (MKE), sledi zaključek. Na podlagi parametrične analize smo prikazali vpliv dimenzij in lastnosti vgrajenih materialov ter nosilnost podlage na trajnost voziščnih konstrukcij. Rezultate analitične metode smo primerjali s tehničnimi specifikacijami za ceste. Pri analitični metodi smo uporabljali programsko orodje Everstress.
Keywords:gradbeništvo, voziščna konstrukcija, metoda končnih elementov, tehnične specifikacije za ceste (TSC), analitična metoda, empirični postopek
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[M. Štrumbelj]
Year of publishing:2020
Number of pages:XII, 100 str.
PID:20.500.12556/DKUM-75979 New window
UDC:[624.131:625.72]:519.6(043.2)
COBISS.SI-ID:21987587 New window
NUK URN:URN:SI:UM:DK:PZDLMFBY
Publication date in DKUM:30.06.2020
Views:1791
Downloads:133
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
ŠTRUMBELJ, Martin, 2020, Parametrična analiza voziščne konstrukcije z metodo končnih elementov : magistrsko delo [online]. Master’s thesis. Maribor : M. Štrumbelj. [Accessed 25 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=75979
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:26.03.2020

Secondary language

Language:English
Title:Parametric analysis of the road structure by finite element method
Abstract:The master’s thesis discusses parametric analysis of the roadway structure by numerical method – the finite element method. The master’s thesis consists of five parts; at the very beginning there is a theoretical part, which briefly describes the history and future of the roadway structure, and a general description of the roadway structure in the present. Afterwards the dimensioning of roadway structure according to the technical specifications for roadways (TSC) is presented. We listed and described all conditions, recommendations and requirements which the project planner must apply when designing and dimensioning the roadway structure. Following the theoretical part there is a practical example of dimensioning roadway structure according to the TSC (empirical procedure of dimensioning of roadway structure), where we deal with a realistic example of a road section in the municipality Starše. In the last part a parametric analysis of the roadway structure by finite element method (MKE) is given and a conclusion follows. Based on the parametric analysis we have shown the impact of dimensions and properties of the built-in materials and the bearing capacity of the foundation to the durability of roadway structures. We compared the results of the analytical method to the TSC. We used Everstress software for the analytical method.
Keywords:civil engineering, roadway construction, finite element method, technical specifications for roads (TSC), analytical method, empirical process


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