diplomska naloga
Toni Klemenčič (Avtor), Boštjan Brank (Mentor), Janko Logar (Član komisije za zagovor), Matjaž Dolšek (Član komisije za zagovor), Matevž Dolenc (Član komisije za zagovor), Boštjan Ber (Komentor)

Povzetek

Analiza obnašanja leseno steklenega panela pri horizontalni obtežbi

Ključne besede

gradbeništvo;diplomska dela;UNI;metoda končnih elementov;leseno stekleni paneli;horizontalna sila;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [T. Klemenčič]
UDK: 519.63:624.042(043.2)
COBISS: 6317665 Povezava se bo odprla v novem oknu
Št. ogledov: 2219
Št. prenosov: 503
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Analysis of a timber-glass panel behaviour at horizontal loadings
Sekundarni povzetek: In my bachelor thesis we simulated laboratory experiment on a prefabricated wooden-glass frame structural element (in short we will name it the panel) fabricated by Kager Hiše d.o.o. The experiment was carried out at the Faculty of Civil Engineering in the University of Maribor. Simulation was conducted with non-linear finite element method on a computer programme Abaqus. We used 3D finite elements for solids. The purpose was to find out the appropriate type of elements and the type of mesh needed to successfully analyse the panel. Special consideration was made on the type of material model that would be suitable as an adhesive between wooden frame and a glass pane. Abaqus library of material models offers a number of material models for hyper elastic materials. We chose nearly incompressible material model Arruda-Boyce. On the end we tried to model the supports and the load of the real model. We compared the results of our analysis with the experiment.
Sekundarne ključne besede: graduation thesis;civil engineering;finite element method;wooden-glass panel;horizontal force;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: VIII, 28 f., [15] f. pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Analysis of timber glass panel behaviour at horizontal loadings
Ključne besede (ePrints): metoda končnih elementov;leseno stekleni paneli;horizontalna sila
Ključne besede (ePrints, sekundarni jezik): finite element method;wooden-glass panel;horizontal force
Povzetek (ePrints): V diplomski nalogi smo simulirali laboratorijski preskus na leseno steklenem montažnem stenastem konstrukcijskem elementu (ki ga v nadaljevanju imenujemo panel), proizvajalca Kager Hiša d.o.o., ki so ga izvedli na Fakulteti za gradbeništvo Univerze v Mariboru. Simulacijo smo izvedli z nelinearno metodo končnih elementov s pomočjo računalniškega programa Abaqus. Uporabili smo prostorske (3d) končne elemente za trdno telo. Ugotavljali smo, kakšen je primeren tip končnega elementa in kakšna je primerna mreža končnih elementov za uspešno numerično analizo obravnavanega panela. Poseben poudarek je bil na izbiri ustreznega materialnega modela za vezivo med steklom in lesom, ki je tanek sloj silikona. Iz Abaqusove knjižnice materialnih modelov smo izbrali skoraj nestisljiv Arruda-Boyce hiper elastični materialni model. Na koncu smo skušali čim bolje modelirati pogoje podpiranja in obremenjevanja panela med laboratorijskim preskusom. Rezultati naših analiz smo primerjali z rezultati preskusov.
Povzetek (ePrints, sekundarni jezik): In my bachelor thesis we simulated laboratory experiment on a prefabricated wooden-glass frame structural element (in short we will name it the panel) fabricated by Kager Hiše d.o.o. The experiment was carried out at the Faculty of Civil Engineering in the University of Maribor. Simulation was conducted with non-linear finite element method on a computer programme Abaqus. We used 3D finite elements for solids. The purpose was to find out the appropriate type of elements and the type of mesh needed to successfully analyse the panel. Special consideration was made on the type of material model that would be suitable as an adhesive between wooden frame and a glass pane. Abaqus library of material models offers a number of material models for hyper elastic materials. We chose nearly incompressible material model Arruda-Boyce. On the end we tried to model the supports and the load of the real model. We compared the results of our analysis with the experiment.
Ključne besede (ePrints, sekundarni jezik): finite element method;wooden-glass panel;horizontal force
ID: 8312924