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Title:Računska primerjava jeklenih in CFRP poševnih mostnih zateg
Authors:ID Kolbl, Mihael (Author)
ID Kuhta, Milan (Mentor) More about this mentor... New window
ID Maher, Jernej (Comentor)
Files:.pdf MAG_Kolbl_Mihael_2026.pdf (9,43 MB, This file will be accessible after 10.09.2029)
MD5: DA52CFFD7E6F04EBF58A58A031403739
 
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 magistrski nalogi je predstavljena računska primerjava med jeklenimi zategami in zategami izdelanimi iz CFRP kablov, na primeru »extradosed« mostu. Za računsko analizo se je uporabljalo programsko orodje Tower8, podjetja Radimpex. Opisana je primerjava prednosti ter slabosti CFRP kablov v primerjavi z na trgu uveljavljenimi jeklenimi, na podlagi izvedene analize konstrukcije. Osredotočili smo se na vpliv obeh vrst kablov na obnašanje konstrukcije ter dodali vpliv na tehnološki proces gradnje. Rezultati kažejo, da je v nekaterih primerih zamenjava lahko smiselna, tudi iz tehnološkega vidika in z vidika okoljevarstva.
Keywords:gradbeništvo, projektiranje mostov, poševne zatege, CFRP, računska analiza
Place of publishing:Maribor
Year of publishing:2026
PID:20.500.12556/DKUM-99993 New window
Publication date in DKUM:10.09.2026
Views:130
Downloads:0
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:01.09.2026

Secondary language

Language:English
Title:Computational comparison of steel and CFRP stay cables
Abstract:The master's thesis presents a computational comparison between steel stays and CFRP-cable stays, using an extradosed bridge as a case study. The computational comparison was carried out using Tower8 software developed by Radimpex. The advantages and disadvantages of CFRP cables are examined in comparison with commonly used conventional steel cables, based on the conducted structural analysis. The study focuses on the influence of both types of cables on the structural behaviour of the bridge, as well as their impact on the technological process of construction. The results imply that, in certain cases, replacing steel cables with CFRP cables may be a viable option, also from technological and environmental perspective.
Keywords:civil engineering, bridge design, stay cables, CFRP, computational comparison


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