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Title:Analiza primernosti modelov za kontrolo napetosti dvosmerno nosilne naknadno prednapete betonske plošče brez sovpreganja
Authors:ID Vegi Kalamar, Aleks (Author)
ID Kuhta, Milan (Mentor) More about this mentor... New window
ID Brunčič, Ana (Comentor)
ID Korpar, Borut (Comentor)
Files:.pdf MAG_Vegi_Kalamar_Aleks_2018.pdf (9,22 MB)
MD5: 0F027885BF0B5D36F7CA218C61BBADC2
PID: 20.500.12556/dkum/f82c6134-fd98-4934-adfe-8ef6420c2e06
 
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:Magistrsko delo zajema modeliranje in analizo napetostno-deformacijskega stanja naknadno prednapete plošče brez sovpreganja s širokimi in plitkimi nosilci nove stavbe letališča Zagreb v programski opremi Sofistik. Poleg tega smo izvedeli raziskavo modeliranja T-prerezov, ki nam jih omogoča Sofistik. Rezultate prednapete plošče, dobljene z različnimi modeli smo primerjali z rezultati, dobljenimi s programom GRAFeM. Ugotovili smo, da vsi modeli T-prerezov, ki nam jih ponuja Sofistik niso uporabni pri analizi prednapete gredaste plošče, kjer nosilci potekajo v dveh pravokotnih smereh.
Keywords:prednapeti beton, plošča, T-prerez, modeliranje, Sofistik
Place of publishing:Maribor
Publisher:[A. Vegi Kalamar]
Year of publishing:2018
PID:20.500.12556/DKUM-72294 New window
UDC:624.078.492(043.2)
COBISS.SI-ID:21984022 New window
NUK URN:URN:SI:UM:DK:IRDOQKNN
Publication date in DKUM:08.10.2018
Views:1346
Downloads:241
Metadata:XML 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:18.09.2018

Secondary language

Language:English
Title:Analysis of suitability of models for control of stresses in posttensioned two way concrete slab without adhesion
Abstract:In this master’s thesis we model and analyze the stress-deformational state of the postensioned two way concrete slab without bond with wide and shallow beams of the new airport building in Zagreb using Sofistik software. In addition to that, we researched the modeling of T-sections in Sofistik. We compared the results of various models of the prestressed structure to results found using the program GRAFeM. We have determined that not all T-section models offered by Sofistik can be used for analyzing prestressed structures with primary beams extending at two right angles.
Keywords:prestressed concrete, slab, T-section, modeling, Sofistik


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