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undergraduate thesis
Utjecaj poprečne sile i promjene temperature na deformaciju nosača
završni rad
2024. urn:nbn:hr:123:209898
Šarić, Stipan
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Strength of Materials and Structural Testings

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Šarić, S. (2024). Utjecaj poprečne sile i promjene temperature na deformaciju nosača : završni rad (Undergraduate thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:209898

Šarić, Stipan. "Utjecaj poprečne sile i promjene temperature na deformaciju nosača : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2024. https://urn.nsk.hr/urn:nbn:hr:123:209898

Šarić, Stipan. "Utjecaj poprečne sile i promjene temperature na deformaciju nosača : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2024. https://urn.nsk.hr/urn:nbn:hr:123:209898

Šarić, S. (2024). 'Utjecaj poprečne sile i promjene temperature na deformaciju nosača : završni rad', Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 06 December 2024, https://urn.nsk.hr/urn:nbn:hr:123:209898

Šarić S. Utjecaj poprečne sile i promjene temperature na deformaciju nosača : završni rad [Undergraduate thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2024 [cited 2024 December 06] Available at: https://urn.nsk.hr/urn:nbn:hr:123:209898

S. Šarić, "Utjecaj poprečne sile i promjene temperature na deformaciju nosača : završni rad", Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:123:209898

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Metadata
TitleUtjecaj poprečne sile i promjene temperature na deformaciju nosača : završni rad
Title (english)The Impact of Shear Force and Linear Temperature Variation along the Height of the Beam on Deflection Depending on the Cross-section Height : Undergraduate Thesis
AuthorStipan Šarić
MentorMirela Galić (mentor)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Strength of Materials and Structural Testings)
Split
Defense date and country2024-09-05, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom radu analiziran je utjecaj poprečne sile te linearne promjene temperature na progib nosača u korelaciji s omjerom raspona nosača i visine njegovog poprečnog presjeka. U prvom dijelu rada detaljno je objašnjen analitički postupak definiranja elastične linije nosača, te proračun progiba i kuta zaokreta tangente na elastičnu liniju u željenom presjeku. S obzirom na kasnije odabrane numeričke primjere objašnjena je metoda početnih parametara. Primjena analitičkog postupka je pokazana na numeričkim primjerima. Osim analitičkim postupkom svi primjeri su riješeni numerički programom SCIA Engineering postavljajući linearno elastično ponašanje materijala bez uključenja materijalne nelinearnosti. I analitičkim i numeričkim postupkom provedena je parametarska analiza utjecaja poprečne sile i linearne promjene temperature po visini poprečnog presjeka nosača. Na kraju je pokazana usporedba dobivenih rezultata te zaključci navedene parametarske analize.
Abstract (english)
In this paper, the influence of shear force and linear temperature variation on the deflection of a beam is analyzed in correlation with the ratio of the beam's length to the height of its cross-section. The first part of the paper provides a detailed explanation of the analytical procedure for defining the elastic line of the beam, as well as the calculation of deflection and the angle of rotation of the tangent to the elastic on the given cross-section. The method of initial parameters is explained in regard to the later chosen numerical examples. The application of the analytical procedure is demonstrated in numerical examples. In addition to the analytical procedure, all examples were also solved numerically using the SCIA Engineering software, assuming linear elastic material behavior without the inclusion of material nonlinearity. Both analytical and numerical procedures were used to conduct a parametric analysis of the influence of transverse force and linear temperature change across the height of the beam's cross-section. Finally, a comparison of the calculated results and the conclusions of the parametric analysis are presented
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:209898
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/sveučilišna prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/sveučilišna prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet: Otpornost materijala
Created on2024-11-05 10:18:02