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https://doi.org/10.14256/JCE.1361.2015

Punching strength of flat slabs with and without shear reinforcement

Marko Bartolac
Domagoj Damjanović
Ivan Duvnjak

Puni tekst: engleski, pdf (1 MB) str. 771-786 preuzimanja: 20.712* citiraj
APA 6th Edition
Bartolac, M., Damjanović, D. i Duvnjak, I. (2015). Punching strength of flat slabs with and without shear reinforcement. Građevinar, 67 (08.), 771-786. https://doi.org/10.14256/JCE.1361.2015
MLA 8th Edition
Bartolac, Marko, et al. "Punching strength of flat slabs with and without shear reinforcement." Građevinar, vol. 67, br. 08., 2015, str. 771-786. https://doi.org/10.14256/JCE.1361.2015. Citirano 23.09.2020.
Chicago 17th Edition
Bartolac, Marko, Domagoj Damjanović i Ivan Duvnjak. "Punching strength of flat slabs with and without shear reinforcement." Građevinar 67, br. 08. (2015): 771-786. https://doi.org/10.14256/JCE.1361.2015
Harvard
Bartolac, M., Damjanović, D., i Duvnjak, I. (2015). 'Punching strength of flat slabs with and without shear reinforcement', Građevinar, 67(08.), str. 771-786. https://doi.org/10.14256/JCE.1361.2015
Vancouver
Bartolac M, Damjanović D, Duvnjak I. Punching strength of flat slabs with and without shear reinforcement. Građevinar [Internet]. 2015 [pristupljeno 23.09.2020.];67(08.):771-786. https://doi.org/10.14256/JCE.1361.2015
IEEE
M. Bartolac, D. Damjanović i I. Duvnjak, "Punching strength of flat slabs with and without shear reinforcement", Građevinar, vol.67, br. 08., str. 771-786, 2015. [Online]. https://doi.org/10.14256/JCE.1361.2015
Puni tekst: hrvatski, pdf (1 MB) str. 771-786 preuzimanja: 4.335* citiraj
APA 6th Edition
Bartolac, M., Damjanović, D. i Duvnjak, I. (2015). Proboj ravnih ploča s posmičnom armaturom i bez takve armature. Građevinar, 67 (08.), 771-786. https://doi.org/10.14256/JCE.1361.2015
MLA 8th Edition
Bartolac, Marko, et al. "Proboj ravnih ploča s posmičnom armaturom i bez takve armature." Građevinar, vol. 67, br. 08., 2015, str. 771-786. https://doi.org/10.14256/JCE.1361.2015. Citirano 23.09.2020.
Chicago 17th Edition
Bartolac, Marko, Domagoj Damjanović i Ivan Duvnjak. "Proboj ravnih ploča s posmičnom armaturom i bez takve armature." Građevinar 67, br. 08. (2015): 771-786. https://doi.org/10.14256/JCE.1361.2015
Harvard
Bartolac, M., Damjanović, D., i Duvnjak, I. (2015). 'Proboj ravnih ploča s posmičnom armaturom i bez takve armature', Građevinar, 67(08.), str. 771-786. https://doi.org/10.14256/JCE.1361.2015
Vancouver
Bartolac M, Damjanović D, Duvnjak I. Proboj ravnih ploča s posmičnom armaturom i bez takve armature. Građevinar [Internet]. 2015 [pristupljeno 23.09.2020.];67(08.):771-786. https://doi.org/10.14256/JCE.1361.2015
IEEE
M. Bartolac, D. Damjanović i I. Duvnjak, "Proboj ravnih ploča s posmičnom armaturom i bez takve armature", Građevinar, vol.67, br. 08., str. 771-786, 2015. [Online]. https://doi.org/10.14256/JCE.1361.2015

Sažetak
The punching shear strength is an extremely significant parameter for the design of flat slabs, i.e. the slabs supported directly on columns, without beams between columns. Slab punching design models are presented according to Eurocode 2, ACI Code 318, and fib Model Code 2010. The authors’ own experimental research on the punching shear of slabs with and without shear reinforcement is described, and the results are compared with predictions given in the mentioned design models. It was established that all design models underestimate the experimentally obtained shear strength in the case of slabs without shear reinforcement. As to slabs with shear reinforcement, it was observed that the shear strength determined according to Eurocode 2 is overestimated.

Ključne riječi
flat slabs; punching; reinforced concrete; shear reinforcement; codes; experiment

Hrčak ID: 144672

URI
https://hrcak.srce.hr/144672

[hrvatski]

Posjeta: 25.284 *