diplomsko delo visokošolskega študijskega programa
Robert Antolič (Author), Andrej Ivanič (Mentor), Samo Lubej (Co-mentor)

Abstract

V diplomskem delu smo obravnavali in primerjali različne metode ojačitve tankih betonskih elementov z ogljikovimi vlakni. V teoretičnem delu smo predstavili lastnosti uporabljenih materialov in opisali različne načine ojačitve betonskih elementov. V eksperimentalnem delu smo opisali postopek priprave vzorcev in izvedbo štiri točkovnega upogibnega preizkusa. Primerjavo rezultatov smo nato izdelali med tremi različnimi načini ojačitve na vzorcih enakih dimenzij in ojačanih z enako količino ogljikovih vlaken. Rezultati preizkusov so pokazali, da zunanje ojačani vzorci dosegajo višje upogibne trdnosti kot vzorci ojačani v sredini prereza.

Keywords

tanki betonski elementi;ojačitve;ogljikova vlakna;štiri-točkovni upogibni preizkus;diplomske naloge;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher: [R. Antolič]
UDC: 624.078.8:691.328.1(043.2)
COBISS: 17924886 Link will open in a new window
Views: 1272
Downloads: 141
Average score: 0 (0 votes)
Metadata: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Other data

Secondary language: English
Secondary title: COMPARISON OF VARIOUS STRENGTHENING METHODS FOR THIN CONCRETE MEMBERS USING CONTINUOUS CARBON FIBRES
Secondary abstract: In the diploma thesis, we discuss and compare different methods of thin concrete members reinforcement with carbon fiber. In the theoretical part we present the properties of the materials used and describe the different ways of reinforcing concrete members. In the experimental part we describe the process of preparing samples and implementation of four-point bending test. Comparison of the results was then made between three different models of reinforcement on the samples of the same dimensions and reinforced with the same amount of carbon fiber. The test results showed that the external bonded reinforced members have higher flexural strength than the samples reinforced in the middle of the cross-section.
Secondary keywords: thin concrete members;reinforcement;carbon fiber;four-point bending test;
URN: URN:SI:UM:
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Mariboru, Fak. za gradbeništvo, Gradbeništvo
Pages: XI, 52 f.
ID: 8729365