prikaz prve stranice dokumenta Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda
  Download
PDF 1.01 MB
Scientific paper - Review paper
Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda
Građevinar, 75 (2023), 12; 1203-1216. https://doi.org/10.14256/JCE.3855.2023
Smolčić, Željko; Grandić, Davor; Šćulac, Paulo

Related files
smolcic-2023-dimenzioniranje_armiranobetonskih_pravokutnih_presjeka_prema-gradri_1799-publishedversion-dimenzioniranje_armiranobetonskih_pravokutnih_presjeka_prema_drugoj_generaciji_eurokoda_en-pgiokv-s.pdf
PDF 1.05 MB
Cite this document

Smolčić, Ž., Grandić, D. & Šćulac, P. (2023). Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda. Građevinar, 75. (12), 1203-1216. doi: 10.14256/JCE.3855.2023

Smolčić, Željko, et al. "Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda." Građevinar, vol. 75, no. 12, 2023, pp. 1203-1216. https://doi.org/10.14256/JCE.3855.2023

Smolčić, Željko, Davor Grandić and Paulo Šćulac. "Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda." Građevinar 75, no. 12 (2023): 1203-1216. https://doi.org/10.14256/JCE.3855.2023

Smolčić, Ž., Grandić, D. and Šćulac, P. (2023) 'Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda', Građevinar, 75(12), pp. 1203-1216. doi: 10.14256/JCE.3855.2023

Smolčić Ž, Grandić D, Šćulac P. Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda. Građevinar [Internet]. 2023 December [cited 2024 November 26];75(12):1203-1216. doi: 10.14256/JCE.3855.2023

Ž. Smolčić, D. Grandić and P. Šćulac, "Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda", Građevinar, vol. 75, no. 12, pp. 1203-1216, December 2023. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:157:250013. [Accessed: 26 November 2024]

Please login to the repository to save this object to your list.
Metadata
Title (croatian)Dimenzioniranje armiranobetonskih pravokutnih presjeka prema drugoj generaciji Eurokoda
Title (english)Design of reinforced concrete rectangular cross-sections according to the second generation of Eurocode
AuthorŽeljko Smolčić
MBZ: 220535
AuthorDavor Grandić
MBZ: 244762
AuthorPaulo Šćulac
MBZ: 297954
Author's institutionUniversity of Rijeka
Faculty of Civil Engineering
(Department of Load Bearing Structures and Technical Mechanics)
(Chair of Load Bearing Structures)
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract (croatian)
U radu je opisan postupak dimenzioniranja armiranobetonskih pravokutnih presjeka prema normi FprEN 1992-1-1 (druga generacija Eurokoda 2). Dimenzioniranje je provedeno na dva načina: tablicama za dimenzioniranje armiranobetonskih pravokutnih presjeka i direktnim analitičkim postupkom. Korišten je proračunski dijagram naprezanje-deformacija betona u obliku parabole i pravca, dok je za čelik za armiranje korišten bilinearni proračunski dijagram naprezanje-deformacija s horizontalnom gornjom granom bez ograničenja deformacije. Zbog toga je kod dimenzioniranja armiranobetonskog presjeka potrebno ograničiti deformaciju u tlačnoj zoni betona. Tablice za dimenzioniranje armiranobetonskih pravokutnih presjeka dobivene su novim postupkom kod kojeg se varira mehanički koeficijent armiranja vlačnom armaturom. Za usporedbu primijenjen je direktni analitički postupak kojim se mogu dimenzionirati armiranobetonski pravokutni presjeci bez upotrebe tablica. Izračunane su limitirajuće vrijednosti koeficijenta visine tlačnog područja za čisto savijanje prema normi FprEN 1992-1-1.
Abstract (english)
This paper describes the design procedure for reinforced concrete rectangular crosssections according to the standard FprEN 1992-1-1 (second generation of Eurocode 2). Design was carried out in two ways: using design tables for reinforced concrete rectangular sections and using a direct analytical procedure. The stress-strain diagram in the form of a parabola-rectangle was used for concrete, while for the reinforcing steel a bilinear stress-strain diagram with a horizontal post-elastic branch without strain limit was applied. For this reason, when designing the reinforced concrete cross-section, it is necessary to limit the strain in the compression zone of the concrete. Tables for the design of reinforced concrete rectangular sections were obtained using new procedure in which the mechanical reinforcement ratio is varied. A direct analytical procedure was used for comparison, which can be used for the design of reinforced concrete rectangular sections without the need to use tables. The limit values of the coefficient of the height of the compression zone for pure bending were calculated according to the standard FprEN 1992-1-1.
Keywords (croatian)
Keywords (english)
Languagecroatian
Languageenglish
Publication typeScientific paper - Review paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleGrađevinar
Numberingvol. 75, no. 12, pp. 1203-1216
p-ISSN0350-2465
e-ISSN1333-9095
DOIhttps://doi.org/10.14256/JCE.3855.2023
URN:NBNurn:nbn:hr:157:250013
Publication2023-12
ProjectNumber: uniri-tehnic-18-127
Title (croatian): Poboljšanje proračunskih modela za ocjenu stanja građevinskih konstrukcija
Title (english): Improvement of design models for condition assessment of structures
Leader: Ivana Štimac Grandić
Jurisdiction: Croatia
Funding stream: Sveučilište u Rijeci
Document URLhttp://www.casopis-gradjevinar.hr/arhiva/article/3855
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2024-01-31 12:59:55