prikaz prve stranice dokumenta Geometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem
Access restricted to students and staff of home institution
master's thesis
Geometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem
2024. urn:nbn:hr:157:242287
Lorencin, Anamarija
University of Rijeka
Faculty of Civil Engineering
Department of Load Bearing Structures and Technical Mechanics
Chair of Technical Mechanics

Cite this document

Lorencin, A. (2024). Geometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:242287

Lorencin, Anamarija. "Geometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:242287

Lorencin, Anamarija. "Geometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:242287

Lorencin, A. (2024). 'Geometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 01 December 2024, https://urn.nsk.hr/urn:nbn:hr:157:242287

Lorencin A. Geometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2024 [cited 2024 December 01] Available at: https://urn.nsk.hr/urn:nbn:hr:157:242287

A. Lorencin, "Geometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:157:242287

Please login to the repository to save this object to your list.
Metadata
TitleGeometrijski nelinearna numerička analiza stupa kompozitnog presjeka pod temperaturnim djelovanjem
AuthorAnamarija Lorencin
MentorDragan Ribarić (mentor)
Committee memberLeo Škec (predsjednik povjerenstva)
Committee memberTeo Mudrić (član povjerenstva)
Committee memberDragan Ribarić (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 country2024-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract
U ovom diplomskom radu obuhvaćeno je djelovanje tlačne sile na stup T profila koji je podvrgnut grijanju sa strane pojasnice. Napravljena su dva modela stupa različitih materijalnih karakteristika. Geometrijske karakteristike, rubni uvjeti, vanjsko opterećenje te zagrijavanje koje je u oba modela jednako. Materijalne su karakteristike prvoga modela aluminijska pojasnica i hrbat nehrđajućeg čelika. U drugome je modelu T profil kompletno izveden aluminijem jednakih materijalnih karakteristika kojima je izvedena pojasnica u prvome modelu. Usporedili su se rezultati djelovanja vanjske sile bez i sa dodatnim zagrijavanjem pojasnice. Za oba modela provela su se numerička ispitivanja u računalnom programu Straus7 za linearnu analizu, linearno izvijanje te nelinearnu analizu koja obuhvaća geometrijsku nelinearnost.
Abstract (english)
This thesis covers the effect of compressive force on a T-profile column subjected to heating from the flange side. Two models of the column with different material characteristics were created. The geometric characteristics, boundary conditions, external load, and heating are the same in both models. The material characteristics of the first model are an aluminum flange and a stainless steel web. In the second model, the T-profile is entirely made of aluminum with the same material characteristics as the flange in the first model. The results of the external force effect were compared with and without additional flange heating. Numerical tests were conducted for both models in the Straus7 program for linear analysis, linear buckling, and nonlinear analysis, which includes geometric nonlinearity.
Keywords
Keywords (english)
Languageenglish
URN:NBNurn:nbn:hr:157:242287
Study programmeTitle: University graduate study of Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling of Structures, Structures, Transportation Engineering, Urban Engineering
Course: Structures
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni magistar inženjer građevinarstva/sveučilišna magistra inženjerka građevinarstva (sveučilišni magistar inženjer građevinarstva/sveučilišna magistra inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2024-11-19 10:12:17