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https://doi.org/10.17559/TV-20140708125658

Shear resistance of reinforced concrete beams in dependence on concrete strength in compressive struts

Davor Grandić   ORCID icon orcid.org/0000-0002-0424-2096 ; Faculty of Civil Engineering, University of Rijeka, Radmile Matejčić 3, 51000 Rijeka, Croatia
Paulo Šćulac ; Faculty of Civil Engineering, University of Rijeka, Radmile Matejčić 3, 51000 Rijeka, Croatia
Ivana Štimac Grandić   ORCID icon orcid.org/0000-0003-3643-7848 ; Faculty of Civil Engineering, University of Rijeka, Radmile Matejčić 3, 51000 Rijeka, Croatia

Puni tekst: engleski, pdf (2 MB) str. 925-934 preuzimanja: 1.287* citiraj
APA 6th Edition
Grandić, D., Šćulac, P. i Štimac Grandić, I. (2015). Shear resistance of reinforced concrete beams in dependence on concrete strength in compressive struts. Tehnički vjesnik, 22 (4), 925-934. https://doi.org/10.17559/TV-20140708125658
MLA 8th Edition
Grandić, Davor, et al. "Shear resistance of reinforced concrete beams in dependence on concrete strength in compressive struts." Tehnički vjesnik, vol. 22, br. 4, 2015, str. 925-934. https://doi.org/10.17559/TV-20140708125658. Citirano 08.05.2021.
Chicago 17th Edition
Grandić, Davor, Paulo Šćulac i Ivana Štimac Grandić. "Shear resistance of reinforced concrete beams in dependence on concrete strength in compressive struts." Tehnički vjesnik 22, br. 4 (2015): 925-934. https://doi.org/10.17559/TV-20140708125658
Harvard
Grandić, D., Šćulac, P., i Štimac Grandić, I. (2015). 'Shear resistance of reinforced concrete beams in dependence on concrete strength in compressive struts', Tehnički vjesnik, 22(4), str. 925-934. https://doi.org/10.17559/TV-20140708125658
Vancouver
Grandić D, Šćulac P, Štimac Grandić I. Shear resistance of reinforced concrete beams in dependence on concrete strength in compressive struts. Tehnički vjesnik [Internet]. 2015 [pristupljeno 08.05.2021.];22(4):925-934. https://doi.org/10.17559/TV-20140708125658
IEEE
D. Grandić, P. Šćulac i I. Štimac Grandić, "Shear resistance of reinforced concrete beams in dependence on concrete strength in compressive struts", Tehnički vjesnik, vol.22, br. 4, str. 925-934, 2015. [Online]. https://doi.org/10.17559/TV-20140708125658
Puni tekst: hrvatski, pdf (2 MB) str. 925-934 preuzimanja: 4.247* citiraj
APA 6th Edition
Grandić, D., Šćulac, P. i Štimac Grandić, I. (2015). Nosivost armiranobetonskih greda na poprečne sile po kriteriju čvrstoće betonskih tlačnih štapova. Tehnički vjesnik, 22 (4), 925-934. https://doi.org/10.17559/TV-20140708125658
MLA 8th Edition
Grandić, Davor, et al. "Nosivost armiranobetonskih greda na poprečne sile po kriteriju čvrstoće betonskih tlačnih štapova." Tehnički vjesnik, vol. 22, br. 4, 2015, str. 925-934. https://doi.org/10.17559/TV-20140708125658. Citirano 08.05.2021.
Chicago 17th Edition
Grandić, Davor, Paulo Šćulac i Ivana Štimac Grandić. "Nosivost armiranobetonskih greda na poprečne sile po kriteriju čvrstoće betonskih tlačnih štapova." Tehnički vjesnik 22, br. 4 (2015): 925-934. https://doi.org/10.17559/TV-20140708125658
Harvard
Grandić, D., Šćulac, P., i Štimac Grandić, I. (2015). 'Nosivost armiranobetonskih greda na poprečne sile po kriteriju čvrstoće betonskih tlačnih štapova', Tehnički vjesnik, 22(4), str. 925-934. https://doi.org/10.17559/TV-20140708125658
Vancouver
Grandić D, Šćulac P, Štimac Grandić I. Nosivost armiranobetonskih greda na poprečne sile po kriteriju čvrstoće betonskih tlačnih štapova. Tehnički vjesnik [Internet]. 2015 [pristupljeno 08.05.2021.];22(4):925-934. https://doi.org/10.17559/TV-20140708125658
IEEE
D. Grandić, P. Šćulac i I. Štimac Grandić, "Nosivost armiranobetonskih greda na poprečne sile po kriteriju čvrstoće betonskih tlačnih štapova", Tehnički vjesnik, vol.22, br. 4, str. 925-934, 2015. [Online]. https://doi.org/10.17559/TV-20140708125658

Sažetak
In the current European Code EN 1992-1-1 a truss model with variable inclination angle of concrete compressive struts with a quite wide range of inclination angle, from 21,8° to 45°, is intended for use for shear design of reinforced concrete beams. However, some researches and recommendations indicate special attention when choosing the lower bound of inclination angle of the concrete compressive struts, due to the reduced compressive strength of cracked concrete. This work reviews theoretical background and shear design methods of reinforced concrete beams. Relation of the shear resistance to crushing of the compressive struts as a function of their inclination angle has been investigated through a parametric study, where three different approaches have been used in order to limit stresses in the compressive struts. Based on the comparison of results from the analysis a recommendation for shear resistance calculation of reinforced concrete beams in dependence on concrete strength in compressive struts of the truss model is given.

Ključne riječi
compressive struts inclination angle; shear; truss model

Hrčak ID: 143135

URI
https://hrcak.srce.hr/143135

[hrvatski]

Posjeta: 6.025 *