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Title:PREISKAVA OBNAŠANJA UPOGIBNO OBREMENJENIH ARMIRANOBETONSKIH NOSILCEV
Authors:ID Rotovnik, Primož (Author)
ID Štrukelj, Andrej (Mentor) More about this mentor... New window
ID Kuhta, Milan (Comentor)
Files:.pdf MAG_Rotovnik_Primoz_2014.pdf (15,86 MB)
MD5: 54081A4F53198821C8FBC4B7E543E066
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V sklopu magistrskega dela so se izdelali armiranobetonski nosilci, opremljeni z merilnimi lističi za meritve specifičnih deformacij. V sklopu eksperimentalne analize se je izvedel upogibni štiritočkovni test, pri katerem so se spremljale specifične deformacije v armaturi, sila ter vertikalni pomiki na sredini razpona nosilcev. Opazovalo se je pojavljanje in širina razpok. Prikazano je tudi dimenzioniranje nosilca v skladu z evropskimi standardi Evrokod in kontrola dimenzioniranja s pomočjo računalniškega programa Sofistik. Cilj dela je bila primerjava eksperimentalnih in računskih rezultatov.
Keywords:eksperimentalna analiza, merilni lističi, armirani beton, dimenzioniranje, Evrokod 2
Place of publishing:Maribor
Publisher:[P. Rotovnik]
Year of publishing:2014
PID:20.500.12556/DKUM-47015 New window
UDC:624.04:624.072.2.012.45(043.2)
COBISS.SI-ID:18702102 New window
NUK URN:URN:SI:UM:DK:NQMPECMG
Publication date in DKUM:17.12.2014
Views:2084
Downloads:284
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:THE INVESTIGATION OF THE BEHAVIOR OF BENDING LOADED REINFORCED CONCRETE BEAMS
Abstract:Reinforced concrete beams equipped with strain gauges for measuring of strain were made in the complex of the Master's work. A flexible four-point test was carried out in the complex of the experimental analysis where strain in the reinforcement, the strength, and the vertical movements in the middle of the beams span were accompanied. The appearance and the width of cracks were observed. The dimensioning of the beam is shown in accordance with the European standards Eurocode as well as the control of the dimensioning with the help of the computer programme Sophistic is represented. The aim of the work was the comparison of experimental and calculating results.
Keywords:experimental analysis, strain gauges, reinforced concrete, dimensioning, Eurocode 2


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