Projektiranje konstrukcij s steklenimi nosilnimi elementi s primerom zimskega vrta

magistrsko delo št.: 275/II. GR

Ana Likovič (Author), Primož Može (Mentor), David Antolinc (Co-mentor)

Abstract

V magistrski nalogi so bile obravnavane metode dimenzioniranja steklenih elementov na primeru zimskega vrta, kjer je bilo konstrukcijsko steklo tudi del nosilne konstrukcije. Metode so bile namenjene modeliranju in kontroli nosilnosti steklenih elementov. Ker je uporaba stekla za izdelavo nosilnih delov konstrukcije napredovala šele v zadnjih 15 letih, splošno uveljavljenega standarda na nivoju Evrope še ni. Za dimenzioniranje steklenih elementov obstajajo priročniki in smernice ter specifični standardi na nivoju posameznih držav. V nalogi je predstavljeno projektiranje steklene konstrukcije z elementi iz lameliranega stekla. Obravnava se steklene elemente, ki so izpostavljeni upogibu in uklonu, ter steklene plošče obremenjene izven ravnine. Predstavi se vpliv vmesnega sloja v prečnem prerezu. Predstavljena je tudi problematika prenosa metod objavljenih v znanstveni literaturi, v inženirsko prakso. Ugotovimo, da so podatki v znanstveni literaturi velikokrat pomanjkljivi in nejasni ter da so potrebne nadaljnje raziskave glede dimenzioniranja stekla. Del konstrukcije so tudi jekleni elementi, ki tvorijo primarno nosilno konstrukcijo.

Keywords

gradbeništvo;magistrska dela;GR;lamelirano steklo;konstrukcijsko steklo;PVB folija;bočna zvrnitev steklenih nosilcev;uklon steklenih elementov;

Data

Language:	Slovenian
Year of publishing:	2023
Typology:	2.09 - Master's Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[A. Likovič]
UDC:	691.618.5:725.23(043.2)
COBISS:	160282115
Views:	77
Downloads:	15
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Design of structures with glass structural elements with an example of a larger transparent conservatory
Secondary abstract:	In master's thesis the methods of designing glass elements were discussed on the example of a transparent conservatory, where structural glass was also part of the load-bearing structure. Methods were used to check the capacity and strength of glass elements. Since the production of load-bearing glass elements as part of the structure has only advanced in the last 15 years, there is still no generally accepted European standard. There are manuals and guidelines for designing glass elements, as well as specific national standards. The thesis presents the design of a glass structure with laminated glass elements. Glass elements subject to lateral torsional bending and buckling and glass panes loaded out-of-plane are considered. The influence of the interlayer in laminated cross-section was presented. The problem of transferring methods published in the scientific literature to engineering practice was discussed as well. We conclude that information in scientific literature is often incomplete and unclear, and that further research is needed regarding the designing of glass. Part of the structure are also steel elements that form primary load-bearing structure.
Secondary keywords:	civil engineering;master thesis;laminated glass;structural glass;PVB interlayer;lateral torsional buckling of glass elements;buckling of glass elements;
Type (COBISS):	Master's thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XII, 78 str.
ID:	19900713