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Programsko orodje za račun nosilnosti in togosti spojev steber-prečka po komponentni metodi : magistrsko delo
ID Rupnik, Blaž (Author), ID Može, Primož (Mentor) More about this mentor... This link opens in a new window

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Abstract
V magistrski nalogi je predstavljena komponentna metoda projektiranja momentnega spoja steber prečka. Z razdelitvijo spoja na komponente in opredelitvijo lastnosti teh komponent lahko določimo mehanski odziv v smislu nosilnost, togosti in rotacijske kapacitete spoja. Postopek obravnave spoja po komponentah se imenuje komponentna metoda projektiranja spojev. Komponenta metoda se lahko uporabi za jekla kvalitete do vključno S460. V splošnem se lahko uporabi za katerikoli tip prereza priključenih elementov in za kakršnokoli konfiguracijo spoja. Komponentna metoda je plod številnih raziskav po vsem svetu in je preverjena s testi spojev. Posledično komponentna metoda na relativno enostaven način omogoča dobro predvidevanje nelinearnega obnašanja momentnih spojev. Cilj magistrske naloge je bil izdelati program KMrup za izračun nosilnosti in rotacijske togosti momentnega spoja po komponentni metodi. V osnovi je KMrup narejen za račun momentnega spoja steber-prečka s podaljšano čelno pločevino. S prilagoditvijo vhodnih podatkov in primernim branjem rezultatov, je program mogoče uporabiti tudi za druge konfiguracije (spoj prečka-prečka, dvostranski spoj prečka-steber). Programsko orodje je napisano v spletnih jezikih, kar pomeni, da ga je preprosto uporabiti na praktično katerikoli napravi, ki lahko brska po internetu. Za uporabo je potreben le internetni brskalnik. Delovanje programskega orodja je preverjeno na štirih konfiguracijah spojev s primerjavo spojev izračunanih v literaturi in s komercialnim programom SCIA Engineer.

Language:Slovenian
Keywords:gradbeništvo, magistrska dela, komponentna metoda, momentni spoj, programsko orodje, program, KMrup
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[B. Rupnik]
Year:2016
Number of pages:115 str., 7 pril.
PID:20.500.12556/RUL-88507 This link opens in a new window
UDC:004.4:624.014.2(043)
COBISS.SI-ID:7878753 This link opens in a new window
Publication date in RUL:16.01.2017
Views:2996
Downloads:1747
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Secondary language

Language:English
Title:Software for the design of beam to column connections according to the component method
Abstract:
This master thesis presents the component method for design of beam-to-column moment resisting conection. By dividing the connection into components and by determining characteristics of these components it is possible to determine mechanical response in sense of resistance, rotational stiffenes and rotational capacity of the connection. The procedure of evaluating the connection by its components is called component method for designing connections. The component method can be used for steel grades up to and including S460. In general it is not limited to any type of cross-section or for any kind of connection configuration. The component method is a result of many investigations across the world and is validated by tests of connections. That is the reason why the component method fairly easy allows good prediction of nonlinear behavior of moment resisting connections. The main goal of this master thesis was to develop program KMrup for calculating resistance and rotational stiffness of moment resisting connections using component method. Essentially KMrup is developed for calculating moment resisting beam to column connection with extended end plate. With adapted data input and proper reading of the results, the use of the program can be extended to use on different types of connection configurations (beam to beam, two sided beam to column connection). Software is written in web programming languages, which means that it is easy to use on practically any device that can browse the internet. KMrup requires internet browsing program The program is validated by four connection configurations that were calculated by commercial program SCIA Engineer and with results found in literature

Keywords:civil engineering, master of science thesis

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