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Dimenzioniranje armiranobetonskih prerezov iz betona visokih trdnosti na upogib : diplomska naloga
ID Šuler, Jure (Author), ID Saje, Franc (Mentor) More about this mentor... This link opens in a new window

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PID: 20.500.12556/rul/3e76c4e0-9162-4e27-8d46-7f3752368e82

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.

Language:Slovenian
Keywords:gradbeništvo, diplomska dela, UNI, B-GR, deformacije, beton, armature
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[J. Šuler]
Year:2012
Number of pages:VII, 27 str., 6 pril.
PID:20.500.12556/RUL-32659 This link opens in a new window
UDC:624.012.45(043.2)
COBISS.SI-ID:5981537 This link opens in a new window
Publication date in RUL:10.07.2015
Views:2898
Downloads:492
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Secondary language

Language:English
Title:Design of high-strength reinforced concrete cross-section exposed to bending
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.


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