diplomsko delo univerzitetnega študijskega programa
Matej Strmečki (Author), Simon Šilih (Mentor)

Abstract

Namen diplomske naloge je primerjava rezultatov analize in dimenzioniranje plašča tankostenskega jeklenega rezervoarja s krožnim prečnim prerezom. Rezervoar je zaprt prostor ali posoda za shranjevanje večjih količin tekočine, plina, ipd. in predstavljajo enega najbolj pogostih primerov konstrukcij za shranjevanje oz. zbiranje vode. V diplomskem delu smo zasnovali plašč tankostenskega jeklenega rezervoarja za shranjevanje vode, katerega volumen znaša 4712 m3. Rezervoar ima krožen prečni prerez s premerom 20 m. V višino meri 15 m, debelina plašča oz. stene pa se po višini spreminja., in sicer od 18 mm na spodnjem do 14 mm na zgornjem robu. Plašč je izdelan iz jekla kakovosti S235. Določitev obtežb, analizo in dimenzioniranje smo izvedli v skladu s standardi za projektiranje konstrukcij SIST EN 1990 – 1998 (Evrokod).

Keywords

gradbeništvo;jeklene konstrukcije;rezervoar;analiza konstrukcij;dimenzioniranje;

Data

Language: Slovenian
Year of publishing:
Source: Maribor
Typology: 2.11 - Undergraduate Thesis
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher: [M. Strmečki]
UDC: 624.953.014.2.042(043.2)
COBISS: 16714262 Link will open in a new window
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Downloads: 189
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Other data

Secondary language: English
Secondary title: Analysis and design of a thin-walled steel tank with circular cross-section
Secondary abstract: The purpose of the following thesis is to compare analysis results and the dimensioning of a thin-walled steel tank with a circular cross-section. The tank is a confined space or vessel for holding large amounts of liquid or gas. In fact it represents one of the most common constructions for the storage or collection of water. For the purposes of this thesis we have designed a thin-walled tank shell for holding liquid with a volume of 4712 m3. The tank has a circular cross-section with a 20 meter diameter and measures 15 meters in height. The thickness of the shell varies with height, from 18 millimeters on the lower edges to 14 millimeters on the top edges of the tank. The shell is made of steel in quality S235. This thesis calculates the loads and presents dimensioning of the tank shell according to SIST EN 1990 – 1998 (Eurocode).
Secondary keywords: civil engineering;steel construction;tank;structural analysis;dimensioning;
URN: URN:SI:UM:
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Mariboru, Fak. za gradbeništvo
Pages: XV, 91 f.
Keywords (UDC): applied sciences;medicine;technology;uporabne znanosti;medicina;tehnika;engineering;technology in general;inženirstvo;tehnologija na splošno;civil and structural engineering in general;gradbena tehnika;gradbeništvo;superstructures (except bridges);superstructures complete in themselves;zgornje nosilne konstrukcije;prekladne konstrukcije;zgornji ustroji (razen mostov);
ID: 1017053
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