prikaz prve stranice dokumenta Najmanja ploština armature za armiranje betonskih elemenata
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undergraduate thesis
Najmanja ploština armature za armiranje betonskih elemenata
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. urn:nbn:hr:133:076819
Vidović, Klara
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Vidović, K. (2020). Najmanja ploština armature za armiranje betonskih elemenata (Undergraduate thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:076819

Vidović, Klara. "Najmanja ploština armature za armiranje betonskih elemenata." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:076819

Vidović, Klara. "Najmanja ploština armature za armiranje betonskih elemenata." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:076819

Vidović, K. (2020). 'Najmanja ploština armature za armiranje betonskih elemenata', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 29 March 2023, https://urn.nsk.hr/urn:nbn:hr:133:076819

Vidović K. Najmanja ploština armature za armiranje betonskih elemenata [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2020 [cited 2023 March 29] Available at: https://urn.nsk.hr/urn:nbn:hr:133:076819

K. Vidović, "Najmanja ploština armature za armiranje betonskih elemenata", Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:133:076819

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Metadata
TitleNajmanja ploština armature za armiranje betonskih elemenata
Title (english)Minimum reinforcement area for reinforcement of concrete elements
AuthorKlara Vidović
MentorIvan Kraus (mentor)
Committee memberDamir Varevac (predsjednik povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
Committee memberMarijana Hadzima-Nyarko (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2020-10-01, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Predmet ovog završnog rada je opis značaja najmanje ploštine armature u armiranobetonskim konstrukcijama ali i metoda njezina proračuna. Potreba za najmanjom ploštinom armature ogleda se u mogućnosti sloma elementa zbog male vlačne čvrstoće betona. Značajna je i pri kontroli pukotina uzrokovanih skupljanjem, temperaturnim promjenama ili deformacijom drugih elemenata. Metode proračuna najmanje uzdužne i poprečne odnosno horizontalne i vertikalne armature prikazane su za gredu, ploču, stup i zid. Prilikom određivanja uzdužne armature ploča i greda jedan od parametara je širina vlačnog područja elementa čija vrijednost ovisi o položaju poprečnog presjeka (nad osloncem, u polju) stoga ju je važno pravilno odrediti. U postupku određivanja najmanje poprečne armature važno je odrediti položaj proračunske poprečne sile u odnosu na proračunsku otpornost na poprečnu silu elementa bez poprečne armature što je prikazano u primjeru. Zadnji dio rada obuhvaća primjer u kojemu je računski ispitana i potvrđena nosivost poprečne armature u zadanoj gredi.
Abstract (english)
The main subject of this paper is the description of the importance of the minimum amount of reinforcement in a reinforced concrete construction and, also, the methods of its calculations. The need for the minimum amount of reinforcement is reflected in the possibility of breaking the element because of the small tensile strength of the concrete. Its also meaningful in control of the cracks caused by shrinking, temperature changes, or deformations of other elements. The showed methods of calculations of the minimum vertical and horizontal reinforcement are those for the beam, slab, column, and the wall. When determining the horizontal reinforcement for the slabs and the beams, one of the parameters is the width of the tensile area of the element whose value depends on the position of the cross-section (over the support, in the field), and that is why it is important to accurately determine it. In the determination process of the minimum transverse reinforcement, it is important to determine the position of the estimated transverse force in regards to the estimated resistance to the transverse force of the element without the transverse reinforcement, which is shown in the example. The last part of the paper includes the example in which the load-bearing capacity of transverse reinforcement in a beam is computationally tested and confirmed.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:076819
Study programmeTitle: Undergraduate university programme in civil engineering; specializations in: General course
Course: General course
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
RepositoryRepository GrAFOS
Created on2020-12-03 08:47:38