Analiza in dimenzioniranje armiranobetonske plošče

diplomska naloga

Jan Cunja (Author), Boštjan Brank (Mentor), Janko Logar (Thesis defence commission member), Tatjana Isaković (Co-mentor)

Abstract

V diplomi sta prikazani analiza in dimenzioniranje medetažne armiranobetonske plošče šolskega objekta. Analiza je bila izvedena z metodo končnih elementov v programu SAFE[4] za projektne obtežne kombinacije za kontrolo mejnega stanja nosilnosti in za kontrolo mejnega stanja uporabnosti za pomike in širine razpok. Na podlagi izračunanih notranjih sil je bila določena potrebna armatura in narisani armaturni načrti. Za račun pomikov je bilo izvedenih več analiz: linearno elastična, nelinearna z upoštevanjem razpokanosti betona ter nelinearna z upoštevanjem razpokanosti betona, lezenja in krčenja. Vse analize, kot tudi dimenzioniranje, so bile izvedene v skladu s standardi SIST EN 1990:2004[1], SIST EN 1991-1- 1:2004[2] in SIST EN 1992-1-1:2005[3].

Keywords

gradbeništvo;diplomska dela;armiranobetonska plošča;analiza;računalniški program SAFE;dimenzioniranje;Evrokodi;

Data

Language:	Slovenian
Year of publishing:	2015
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[J. Cunja]
UDC:	624.012.45(497.4)(043.2)
COBISS:	7275617
Views:	2207
Downloads:	661
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Analysis and desing of reinforced concrete slab
Secondary abstract:	In my graduation thesis, the analysis and design of the concrete slab of a school structure is shown. The analysis was performed with load combinations with finite elements method using the SAFE[4] computer code. In the analysis process, the ultimate limit states and the serviceability limit states were tested. Based on the calculated internal forces required, the reinforcement was calculated and the reinforcement plans were drawn. During the determination of displacements, various analyses were executed: linear, non-linear cracked and non-linear cracked considering the creep and shrinkage load. The analysis and design were carried out according to the design codes SIST EN 1990:2004[1], SIST EN 1991-1- 1:2004[2] and SIST EN 1992-1-1:2005[3].
Secondary keywords:	civil engineering;graduation thesis;Eurocodes;reinforced concrete slab;finite element method;design;Safe computer code;
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	VIII, 31 str., [5] str. pril., [3] f. z načrti
ID:	9056895