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Tehnički vjesnik, Vol.23 No.3 Lipanj 2016.

Pregledni rad
DOI: 10.17559/TV-20131102175034

Determination of the bending moment – curvature relationship for bridge concrete columns

Ivan Ćurić ; Massa d.o.o., Ul. Svetog Leopolda Bogdana Mandića, 31000 Osijek, Croatia
Jure Radić ; Sveučilište u Zagrebu, Građevinski fakultet, Fra Andrije Kačića-Miošića 26, 10 000 Zagreb, Croatia
Marin Franetović ; Sveučilište u Zagrebu, Građevinski fakultet, Fra Andrije Kačića-Miošića 26, 10 000 Zagreb, Croatia

Puni tekst: engleski, pdf (602 KB) str. 907-915 preuzimanja: 187* citiraj
APA
Ćurić, I., Radić, J., Franetović, M. (2016). Determination of the bending moment – curvature relationship for bridge concrete columns. Tehnički vjesnik, 23(3). doi:10.17559/TV-20131102175034
Puni tekst: hrvatski, pdf (602 KB) str. 907-915 preuzimanja: 904* citiraj
APA
Ćurić, I., Radić, J., Franetović, M. (2016). Iznalaženje odnosa momenta savijanja – zakrivljenosti armiranobetonskih stupova na mostovima. Tehnički vjesnik, 23(3). doi:10.17559/TV-20131102175034

Sažetak
The paper deals with accurate determination of the relationship between bending moment and curvature of hollow rectangular bridge columns. With the calculation procedure to determine accurate curve of relationship, the method of determining the idealized diagram typically used in practice is also shown. The aim of this work is to point to a reserve in load capacity of an element when comparing the results of an accurate curve and the idealized diagram, and to analyse the impact of various calculation situations on the curve shape. The conclusion is that for practical use it is sufficient to use the idealized diagram, but for detailed scientific analysis the exact relationship between bending moment and curvature must be determined.

Ključne riječi
bending moment; bridge columns; curvature; hollow section

Hrčak ID: 160151

URI
http://hrcak.srce.hr/160151

[hrvatski]

Posjeta: 1.230 *