diplomska naloga
Nika Ilovar (Author), Jože Korelc (Mentor), Franc Sinur (Thesis defence commission member), Drago Saje (Thesis defence commission member), Sebastjan Bratina (Thesis defence commission member), Primož Može (Co-mentor)

Abstract

V diplomski nalogi analiziram možne izvedbe polno nosilnih spojev. Najprej splošno razložim pojem spoja in njihove delitve. V tretjem poglavju so razložene okoliščine v katerih uporabljamo polno nosilne spoje ter prednosti in slabosti njihove uporabe. Predstavljenih je 6 različnih možnih vrst izvedbe polno nosilnih spojev. Pri posameznih možnostih izvedbe so opisani mehanizmi prenosa obtežbe in predvidena mesta nastanka plastičnih deformacij. Na koncu so podane bistvene predpostavke in zahteve za dimenzioniranje polno nosilnih spojev, v predzadnjem poglavju pa je prikazan postopek izračuna vijačenega spoja s čelno pločevino in ojačitvenim rebrom.

Keywords

diplomska naloga;UNI-B;gradbeništvo;polno nosilni spoji;momentni spoji;potresno odporno projektiranje;dimenzioniranje spojev;porušne linije;prednapeti vijaki;plastične deformacije;plastični členek;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [N. Ilovar]
UDC: 624.014.2(497.4)(043.2)
COBISS: 6653537 Link will open in a new window
Views: 2082
Downloads: 559
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Other data

Secondary language: English
Secondary title: Design of full strength connections
Secondary abstract: Possible implementations of full strength moment connections are analyzed in this thesis. Firstly the concept of connections and their classifications are presented. The third chapter discusses the circumstances in which full strength connections are to be used an also their advantages and disadvantages are shown. Six different implementations of moment connections are presented with the load paths and plastic deformations discussed for each of them. Finally basic assumptions and requirements for full strength connections design are given and in the penultimate chapter a design procedure for bolted stiffened extended endplate moment connection is shown.
Secondary keywords: graduation thesis;civil engineering;full strength connections;moment connections;earthquake-resistant design;connection design;yield lines;preloaded bolts;plastic deformations;plastic hinge;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: VIII, 37 str.
ID: 8636204