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Građevinar, Vol. 67 No. 08., 2015

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

Punching strength of flat slabs with and without shear reinforcement

Marko Bartolac
Domagoj Damjanović
Ivan Duvnjak

Fulltext: english, pdf (1 MB) pages 771-786 downloads: 20.966* cite
APA 6th Edition
Bartolac, M., Damjanović, D. & 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, no. 08., 2015, pp. 771-786. https://doi.org/10.14256/JCE.1361.2015. Accessed 28 Feb. 2021.
Chicago 17th Edition
Bartolac, Marko, Domagoj Damjanović and Ivan Duvnjak. "Punching strength of flat slabs with and without shear reinforcement." Građevinar 67, no. 08. (2015): 771-786. https://doi.org/10.14256/JCE.1361.2015
Harvard
Bartolac, M., Damjanović, D., and Duvnjak, I. (2015). 'Punching strength of flat slabs with and without shear reinforcement', Građevinar, 67(08.), pp. 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 [cited 2021 February 28];67(08.):771-786. https://doi.org/10.14256/JCE.1361.2015
IEEE
M. Bartolac, D. Damjanović and I. Duvnjak, "Punching strength of flat slabs with and without shear reinforcement", Građevinar, vol.67, no. 08., pp. 771-786, 2015. [Online]. https://doi.org/10.14256/JCE.1361.2015
Fulltext: croatian, pdf (1 MB) pages 771-786 downloads: 4.924* cite
APA 6th Edition
Bartolac, M., Damjanović, D. & 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, no. 08., 2015, pp. 771-786. https://doi.org/10.14256/JCE.1361.2015. Accessed 28 Feb. 2021.
Chicago 17th Edition
Bartolac, Marko, Domagoj Damjanović and Ivan Duvnjak. "Proboj ravnih ploča s posmičnom armaturom i bez takve armature." Građevinar 67, no. 08. (2015): 771-786. https://doi.org/10.14256/JCE.1361.2015
Harvard
Bartolac, M., Damjanović, D., and Duvnjak, I. (2015). 'Proboj ravnih ploča s posmičnom armaturom i bez takve armature', Građevinar, 67(08.), pp. 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 [cited 2021 February 28];67(08.):771-786. https://doi.org/10.14256/JCE.1361.2015
IEEE
M. Bartolac, D. Damjanović and I. Duvnjak, "Proboj ravnih ploča s posmičnom armaturom i bez takve armature", Građevinar, vol.67, no. 08., pp. 771-786, 2015. [Online]. https://doi.org/10.14256/JCE.1361.2015

Abstracts
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.

Keywords
flat slabs; punching; reinforced concrete; shear reinforcement; codes; experiment

Hrčak ID: 144672

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

[croatian]

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