Dimenzioniranje armiranobetonskih prerezov iz betona visokih trdnosti na upogib

diplomska naloga

Jure Šuler (Author), Franc Saje (Mentor), Janko Logar (Thesis defence commission member), Tomaž Maher (Thesis defence commission member), Peter Lipar (Thesis defence commission member)

Abstract

V diplomski nalogi je obravnavano področje dimenzioniranja armiranobetonskih prerezov iz betona visoke trdnosti na enojno upogibno obremenitev. Predstavljena je priprava teoretičnih podlag in ostalih potrebnih pripomočkov za dimenzioniranje na upogibno obremenitev po metodi mejnih stanj, ki jo obravnava tudi slovenski standard SIST EN 1992-1-1. Pripravljene teoretične podlage so služile kot podlaga za izdelavo programa v programskem orodju MS Excel. Izdelan program na podlagi določenih vhodnih podatkov izračuna vse potrebne količine v okviru dimenzioniranja na upogibno obremenitev. Poudarek je dan na algoritmih za točen izračun iskanih količin ob hkratnem upoštevanju vseh pogojev dimenzioniranja po metodi mejnih stanj v skladu s standardom SIST EN 1992-1-1. V primeru upoštevanja različnih pogojev, računski program vedno upošteva najstrožjega. Diplomska naloga obsega analizo splošnega problema dimenzioniranja betonskih konstrukcij na upogibno obremenitev, izdelan program pa služi kot ustrezen pripomoček za hitrejši izračun.

Keywords

gradbeništvo;diplomska dela;UNI;B-GR;deformacije;beton;armature;

Data

Language:	Slovenian
Year of publishing:	2012
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[J. Šuler]
UDC:	624.012.45(043.2)
COBISS:	5981537
Views:	2306
Downloads:	459
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Design of high-strength reinforced concrete cross-section exposed to bending
Secondary abstract:	The Graduation Thesis deals with design of reinforced high-strength concrete cross-sections, exposed to bending load. A theoretical basis and other necessary tools for appropriate design of cross-sections due to the limit states method are being presented. Limit states method is also presented in a Slovenian standard SIST EN 1992-1-1. Theoretical tools served as the basis for the Microsoft Excel software tool development. Based on specific input data the program calculates all the necessary quantities due to the design of limit states method. Emphasis is placed on algorithms for accurate calculation. Basic quantities are taken into account, while considering all the necessary conditions of the limit states method. When there are more conditions considered in the calculation, the program always follows the stricter one. The research problem of the design of concrete structures is being analyzed in the thesis. When cross-sections of the elements are exposed only to bending load, the program developed serves as an appropriate tool for faster calculation.
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	VII, 27 str., 6 pril.
ID:	8726519