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Title:Primerjalna analiza naknadno prednapetih plošč razpona do 15 m : magistrsko delo
Authors:Oštarjaš, Domagoj (Author)
Kuhta, Milan (Mentor) More about this mentor... New window
Unuk, Žiga (Co-mentor)
Presečki, Predrag (Co-mentor)
Files:.pdf MAG_Ostarjas_Domagoj_2020.pdf (9,71 MB)
MD5: 6F4B4CBEAA21E32CC3205275EAA08646
 
Language:Slovenian
Work type:Master's thesis/paper (mb22)
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Magistrsko delo obravnava dimenzioniranje gladke naknadno prednapete plošče po SIST EN 1992-1-1: 2005. V magistrskem delu je izvedena numerična analiza modelov T-prereza s programi Sofistik in Tower na primeru naknadno prednapete plošče z nizkimi in širokimi nosilci. Ugotovili smo, da je uporaba modela v programskem orodju Sofistik, kjer sta plošča in nosilec modelirana s končnimi elementi plošče in s skupno referenčno ravnino, primerna za analizo naknadno prednapete plošče z nizkimi in širokimi nosilci. Ugotovili smo tudi, da uporaba tega modela v programskem orodju Tower ni pravilna. Izvedena je tudi numerična analiza gladke naknadno prednapete plošče in naknadno prednapete plošče z nizkimi in širokimi nosilci. Analizo smo izvedli za več različnih razponov plošč, da bi ugotovili, kateri sistem naknadno prednapete plošče je najprimernejša rešitev glede na razpon. Ti razponi so bili 10,0 m, 12,5 m in 14,75 m. Primernost rešitev smo presojali glede na vidik najnižjih materialnih stroškov.
Keywords:primerjalna analiza, naknadno prednapete plošče, dimenzioniranje, Tower, Sofistik, gladka plošča, plošča z nizkimi in širokimi nosilci
Year of publishing:2020
Place of performance:Maribor
Publisher:[D. Oštarjaš]
Number of pages:XVII, 106 f.
Source:Maribor
UDC:624.073.13(043.2)
COBISS_ID:42691075 New window
NUK URN:URN:SI:UM:DK:TEDVKI27
Views:272
Downloads:60
Metadata:XML RDF-CHPDL DC-XML DC-RDF
Categories:KTFMB - FG
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:10.11.2020

Secondary language

Language:English
Title:Comparative analysis of post tensioned slabs with the span up to 15 m
Abstract:The master 's thesis deals with the designing of a flat post tensioned slab according to SIST EN 1992-1-1: 2005. In the master's thesis, a numerical analysis of T-section models is performed using software tools, Sofistik and Tower on the example of a post tensioned banded slabs with shallow beams. We have determined that in the Sofistik softweare tools the use of a model where the slab and the beam are modeled with plate finite elements with a common reference plane is suitable for the analysis of a post tensioned banded slabs with shallow beams. We also determined that using this model in the Tower software tool is incorrect. The analysis was performed for several different plate spans to determine which post tensioned slab is the most appropriate solution over the span. We determined which post tensioned slab system is the most suitable solution for the spans of 10,0 m, 12,5 m and 14,75 m from the point of view of the lowest material costs.
Keywords:comparative analysis, post tensioned slab, design, Tower, Sofistik, flat slab, banded flat slab


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