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Title:ANALIZA NAKNADNO PREDNAPETEGA AB NOSILCA S PROGRAMSKO OPREMO SOFISTIK
Authors:ID Klembas, Denis (Author)
ID Kuhta, Milan (Mentor) More about this mentor... New window
Files:.pdf VS_Klembas_Denis_2011.pdf (22,54 MB)
MD5: 96D79FD16D6A58423C7B5D00AA02CEB9
PID: 20.500.12556/dkum/e33af5d0-1ad5-48ad-a97f-bc2ea3b94975
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Diplomsko delo obravnava teoretične osnove prednapetega betona in analizo naknadno prednapetega nosilca. Slednja je povzeta po primeru iz nemške literature vendar ponovno preračunana po danes veljavnem evropskem standardu SIST EN 1992-1-1:2005. Analiza prednapetega nosilca je bila opravljena tudi z uporabo programske opreme SOFiSTiK, njen postopek pa je skupaj z opisom programa predstavljen v diplomski nalogi. Na koncu so opisane razlike med omenjenima standardoma ter primerjava dobljenih rezultatov.
Keywords:prednapeti beton, naknadno prednapenjanje, evropski predstandard EC-2, SIST EN 1992-1-1:2005, kabli za prednapenjanje, mejno stanje nosilnosti, mejno stanje uporabnosti, izgube sile naknadnega prednapenjanja, modeliranje, programska oprema SOFiSTiK
Place of publishing:Maribor
Publisher:[D. Klembas]
Year of publishing:2011
PID:20.500.12556/DKUM-20971 New window
UDC:624.07.012.46
COBISS.SI-ID:16549910 New window
NUK URN:URN:SI:UM:DK:8BXSOKL8
Publication date in DKUM:13.10.2011
Views:3617
Downloads:747
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
KLEMBAS, Denis, 2011, ANALIZA NAKNADNO PREDNAPETEGA AB NOSILCA S PROGRAMSKO OPREMO SOFISTIK [online]. Bachelor’s thesis. Maribor : D. Klembas. [Accessed 20 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=20971
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Secondary language

Language:English
Title:DESIGN OF RC PRESTRESSED BEAM USIN SOFISTIK SOFTWARE
Abstract:The diploma thesis discusses the basics of the prestressed concrete and the analysis of the post-tensioning prestressed concrete beam. The latter is based on example from German literature, but re-calculated according to the current European standard SIST EN 1992-1-1:2005. Analysis of the prestressed concrete beam was also made with SOFiSTiK software, its procedure, together with a description of the program, is also presented. At the end, the differences between the standards are described and the results are compared
Keywords:prestressed concrete, post-tensioning, European prestandard EC-2, SIST EN 1992-1-1:2005, prestressing tendons, ultimate limit states, serviceability limit states, post-tensioning losses, modeling, SOFiSTiK software.


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