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Title:STATIČNA IN DINAMIČNA ANALIZA STEBRA VETERNE ELEKTRARNE
Authors:ID Burkelc, Davor (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Šilih, Simon (Comentor)
ID Žlender, Bojan (Comentor)
Files:.pdf UNI_Burkelc_Davor_2011.pdf (7,04 MB)
MD5: BDE502EB2648B2AA06FB7805370784A7
PID: 20.500.12556/dkum/1ad1b4fd-e9b0-4bc1-95dc-681de46df6b5
 
Language:Slovenian
Work type:Undergraduate thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract: Namen diplomskega dela je statična in dinamična analiza stebra vetrne elektrarne. Gre za energetski objekt moči 1 MW. Glavna nosilna konstrukcija je stožec spremenljivega prereza iz konstantne debeline pločevine. Višina stebra znaša 65 m. Steber je sidran na temelju s sidrnimi vijaki M 30. Na vrhu stebra je pritrjeno ohišje, v katerem so pomembni elementi za proizvajanje električne energije. Premer rotorja znaša 64 m in je sestavljen iz treh lopatic dolžine 31,05 m. Skupna višina tako znaša 98,25 m, merjeno od začetka stebra do vrha lopatice. Za glavno nosilno konstrukcijo smo uporabili jeklo kakovosti S 355. Vetrna elektrarna je temeljena na točkovnem temelju okrogle oblike. Temelj ima premer 15 metrov in je zgrajen iz armiranega betona kakovosti C20/25 in armature S 500. V uvodu sta opisana zgodovina in delitev vetrnih elektrarn. Predstavljene in izračunane so tudi obtežbe vetra, ledu in potresa ter dimenzioniranje objekta po pravilih EUROCODE in standardih ISO.
Keywords:gradbeništvo, jeklene konstrukcije, vetrna elektrarna, analiza konstrukcij.
Place of publishing:Maribor
Publisher:[D. Burkelc]
Year of publishing:2011
PID:20.500.12556/DKUM-18819 New window
UDC:624.014.04:621.311.245(043.2)
COBISS.SI-ID:15243030 New window
NUK URN:URN:SI:UM:DK:803GXXKC
Publication date in DKUM:07.06.2011
Views:3232
Downloads:387
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:STATIC AND DYNAMIC ANALYSIS OF THE WIND TURBINE TUBULAR STEEL TOWER
Abstract: The purpose of the diploma work is the static and dynamic analysis of the wind turbine steel tower. The wind turbine has a rated capacity of 1 MW. The main supporting construction is truncated cone with constant thickness plate. The pillar is 65 meters tall. The tower is anchored the foundation with the anchor bolts M 30. On the top of the tower is nacelle with important elements for producing electricity. Rotor has a diameter of 64 meters and it assemblies 3 blades which are 31.05 meters long. Total height is 98,25 meters, measured from the beginning of the tower to the top of the blade. For the construction we have used steel S 355. Wind power plant is based on a points basis, which is a round shape. The foundation has a diameter of 15 meters and is built of reinforced concrete quality C20/25 and reinforcement S 500. In the introduction, it is described history and the division of wind turbines. Further on, diploma work presents and calculates the wind, ice and earthquake load and the dimensioning of the wind turbine tower according to EUROCODE rules and ISO standards.
Keywords:civil engineering, steel construction, wind turbine, structural analysis.


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