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undergraduate thesis
Eksperimentalna i teorijska analiza koncepta ovješenih grednih nosača
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2023. urn:nbn:hr:157:316474
Frlan, Ana
University of Rijeka
Faculty of Civil Engineering
Department of Load Bearing Structures and Technical Mechanics
Chair of Technical Mechanics

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

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Frlan, A. (2023). Eksperimentalna i teorijska analiza koncepta ovješenih grednih nosača (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:316474

Frlan, Ana. "Eksperimentalna i teorijska analiza koncepta ovješenih grednih nosača." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:157:316474

Frlan, Ana. "Eksperimentalna i teorijska analiza koncepta ovješenih grednih nosača." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:157:316474

Frlan, A. (2023). 'Eksperimentalna i teorijska analiza koncepta ovješenih grednih nosača', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:316474

Frlan A. Eksperimentalna i teorijska analiza koncepta ovješenih grednih nosača [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2023 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:157:316474

A. Frlan, "Eksperimentalna i teorijska analiza koncepta ovješenih grednih nosača", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:157:316474

Metadata
TitleEksperimentalna i teorijska analiza koncepta ovješenih grednih nosača
Title (english)Experimental and Theoretical Analysis of the Concept of Cable-stayed Beams
AuthorAna Frlan
MentorLeo Škec (mentor)
Committee memberEdita Papa Dukić (predsjednik povjerenstva)
Committee memberSara Grbčić Erdelj (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 country2023-07-17, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract
U predmetnom završnom radu prikazana je eksperimentalna i teorijska analiza zadanog ovješenog grednog nosača. Na predmetnoj gredi određeni su progibi na tri unaprijed određene pozicije koje odgovaraju točkama u kojima je greda ovješena. Metode korištene za proračun su metoda jedinične sile i analitička metoda pomoću kojih su izvedene jednadžbe za izračun progiba. Nakon teorijskog dijela, odnosno izvršenog proračuna navedenim metodama, izvedena su eksperimentalna mjerenja na stvarnom modelu ovješene grede. Jednadžbe dobivene metodom jedinične sile i analitičkom metodom daju identične rezultate. Detaljna usporedba rezultata pokazuje određena odstupanja progiba dobivenih teorijskim metodama u odnosu na rezultate eksperimentalnih mjerenja te su napravljene dodatne analize rezultata. Pokazano je da je do odstupanja došlo jer se sustav u stvarnosti nije ponašao linearno elastično te su navedeni uzroci za koje se pretpostavlja da su doveli do tih odstupanja.
Abstract (english)
This thesis presents an experimental and theoretical analysis of a given suspended beam. On the beam in question, deflections are determined at three predetermined positions that correspond to the points where the beam is suspended. The methods used for the calculation are the unit force method and the analytical method, which were used to derive the equations for the deflection calculation. After the theoretical part, i.e. the calculations performed using the mentioned methods, experimental measurements were performed on the actual model of the suspended beam. The equations obtained by the unit force method and the analytical method give identical results. A detailed comparison of the results shows certain deviations of the deflections obtained by theoretical methods in relation to the results of experimental measurements, and additional analyzes of the results were made. It is shown that the deviations occurred because the system in reality did not behave linearly elastically, and the causes that are assumed to have led to these deviations are listed.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:316474
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 on2023-07-20 09:27:09