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undergraduate thesis
Teorijska i eksperimentalna analiza slijeganja oslonaca kod statički neodređenih grednih nosača
2023. urn:nbn:hr:157:774470
Tomljanović, Patricia
University of Rijeka
Faculty of Civil Engineering
Department of Load Bearing Structures and Technical Mechanics
Chair of Technical Mechanics

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Tomljanović, P. (2023). Teorijska i eksperimentalna analiza slijeganja oslonaca kod statički neodređenih grednih nosača (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:774470

Tomljanović, Patricia. "Teorijska i eksperimentalna analiza slijeganja oslonaca kod statički neodređenih grednih nosača." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:157:774470

Tomljanović, Patricia. "Teorijska i eksperimentalna analiza slijeganja oslonaca kod statički neodređenih grednih nosača." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:157:774470

Tomljanović, P. (2023). 'Teorijska i eksperimentalna analiza slijeganja oslonaca kod statički neodređenih grednih nosača', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 14 January 2025, https://urn.nsk.hr/urn:nbn:hr:157:774470

Tomljanović P. Teorijska i eksperimentalna analiza slijeganja oslonaca kod statički neodređenih grednih nosača [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2023 [cited 2025 January 14] Available at: https://urn.nsk.hr/urn:nbn:hr:157:774470

P. Tomljanović, "Teorijska i eksperimentalna analiza slijeganja oslonaca kod statički neodređenih grednih nosača", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:157:774470

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Metadata
TitleTeorijska i eksperimentalna analiza slijeganja oslonaca kod statički neodređenih grednih nosača
Title (english)Theoretical and Experimental Analysis of the Support Settlement of Statically Indetermined Beams
AuthorPatricia Tomljanović
MentorLeo Škec (mentor)
Committee memberDragan Ribarić (predsjednik povjerenstva)
Committee memberEdita Papa Dukić (član povjerenstva)
Committee memberLeo Škec (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
(Department of Load Bearing Structures and Technical Mechanics)
(Chair of Technical Mechanics)
Rijeka
Defense date and country2023-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract
U ovom radu provedena je teorijska i eksperimentalna analiza slijeganja oslonaca kontinuiranog grednog nosača. Koristeći metodu sila, izveden je teorijski model za proračun reakcija u osloncima koje se javljanju uslijed slijeganja jednog od tri oslonca, uzimajući pritom u obzir i doprinos vlastite težine. Za potrebe validacije teorijskog modela, provedeni su eksperimenti na umanjenom fizičkom modelu kod kojeg su se za zadane vrijednosti slijeganja pojedinih oslonaca mjerile reakcije u osloncima. Dodavanjem, a potom uklanjanjem slijeganja, u eksperimentu je uočeno linearno elastično ponašanje, upravo kao što to predviđa i teorija. Usporedbom rezultata dobivenih teorijskim modelom sa rezultatima provedenog eksperimenta, pokazano je da teorijski model sa zadovoljavajućom točnošću može predvidjeti stvarno ponašanje.
Abstract (english)
In this work, a theoretical and experimental analysis of the settlement of supports of a continuous beam was carried out. Using the force method, a theoretical model was derived for the calculation of reactions in the supports that occur due to the settlement of one of the three supports, taking into account the contribution of its own weight. For the purpose of validating the theoretical model, experiments were carried out on a scaled-down physical model where the reactions in the supports were measured for given values of the settlement of individual supports. By adding and then removing the settlement, linear elastic behaviour was observed in the experiment, exactly as predicted by the theory. By comparing the results obtained by the theoretical model with the results of the conducted experiment, it was shown that the theoretical model can predict the real behaviour with a satisfactory accuracy.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:774470
Study programmeTitle: Vocational undergraduate study of Civil Engineering
Study programme type: professional
Study level: undergraduate
Academic / professional title: stručni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (stručni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2023-10-17 09:06:30