prikaz prve stranice dokumenta Utjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije
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master's thesis
Utjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2023. urn:nbn:hr:237:127196
Širić, Patrik
University of Zagreb
Faculty of Civil Engineering
Transportation Engineering

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

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Širić, P. (2023). Utjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije (Master's thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:127196

Širić, Patrik. "Utjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:237:127196

Širić, Patrik. "Utjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:237:127196

Širić, P. (2023). 'Utjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije', Master's thesis, University of Zagreb, Faculty of Civil Engineering, accessed 25 December 2024, https://urn.nsk.hr/urn:nbn:hr:237:127196

Širić P. Utjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije [Master's thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2023 [cited 2024 December 25] Available at: https://urn.nsk.hr/urn:nbn:hr:237:127196

P. Širić, "Utjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije", Master's thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:237:127196

Metadata
TitleUtjecaj odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije
Title (english)Influence of axle load selection on the pavement cumulative damage factor
AuthorPatrik Širić
MentorJosipa Domitrović (mentor)
Committee memberTatjana Rukavina (predsjednik povjerenstva)
Committee memberSaša Ahac (član povjerenstva)
Committee memberJosipa Domitrović (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Transportation Engineering)
Zagreb
Defense date and country2023-07-13, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Transportation
Abstract
Pri projektiranju kolničkih konstrukcija ključno je odabrati najekonomičniju debljinu i sastav slojeva kako bi se osigurala zadovoljavajuća razina usluge i minimalni zahtjevi za održavanje, uzimajući u obzir predviđeno prometno opterećenje. U ovom diplomskom radu provedena je analiza utjecaja odabira osovinskog opterećenja na stupanj iskoristivosti kolničke konstrukcije, a primijenjena je mehaničko-empirijska metoda projektiranja, koja se danas najčešće koristi u praksi. Mehaničko-empirijska metoda kombinira teorijske modele s empirijskim podacima kako bi se analizirala kolnička konstrukcija pod različitim osovinskim opterećenjima. U radu su uspoređeni stupnjevi iskoristivosti za ekvivalentno osovinsko opterećenje i reprezentativne vrste vozila. Rezultati istraživanja pokazuju da standardno ekvivalentno opterećenje rezultira manjom vrijednošću stupnja iskoristivosti u odnosu na mjerodavna vozila.
Abstract (english)
Pavement design requires the selection of most cost-effective layer thickness and material composition in order to ensure satisfactory service levels and minimal maintenance requirements, taking into account the expected traffic load. In this master thesis, an analysis of the influence of axle load on the pavement cumulative damage factors was performed. The mechanical – empirical design method, which is the most commonly use din practice, was applied. The mechanistic-empirical method combines theoretical models with empirical data to analyze the pavement structure under different axle loads. The cumulative damage factors for the standard equivalent axle load and the representative vehicle types are compared. The results of the study show that the standard equivalent axle load leads to a lower value of the damage factor compared to the representative vehicles.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:127196
Study programmeTitle: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures
Course: Transportation Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsClosed access
Terms of useLicence In copyright icon
Created on2023-07-18 12:29:25