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dc.contributor.authorMelges, Jose Luiz P. [UNESP]
dc.contributor.authorPinheiro, Libanio M
dc.contributor.authorTakeya, Toshiaki
dc.date.accessioned2022-04-28T19:05:21Z
dc.date.available2022-04-28T19:05:21Z
dc.date.issued2005-01-01
dc.identifier.citationKeep Concrete Attractive - Proceedings of the fib Symposium 2005, v. 1, p. 304-309.
dc.identifier.urihttp://hdl.handle.net/11449/220763
dc.description.abstractExperimental results and conclusions about punching shear slab failures are presented. The main analysed aspects are the strength influence of the shear reinforcement (studs) and the post-tensioning with unbonded tendons for an intemal slab-column connection. All the models have the same dimensions (square of 2500mm, depth of l 60mm) and are centrally loaded through a square metallic plate with side equal to 180mm. The mean value of the compressive strength of concrete is 50MPa, measured by standard cylinders. A comparison between the experimental results and those given by standards is presented. The following ones are considered: fib (1999), FIP (1999), ACI318 (1999), and the Brazilian Code NBR6118 (2003). This comparison intends to verify if the codes accurately predict the connection punching shear strength.en
dc.format.extent304-309
dc.language.isoeng
dc.relation.ispartofKeep Concrete Attractive - Proceedings of the fib Symposium 2005
dc.sourceScopus
dc.titlePunching shear analysis of post-tensioned slabsen
dc.typeTrabalho apresentado em evento
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.description.affiliationUNESP Ilha Solteira (The Sao Paula State University at Jlha Solteira), PO BOX 31
dc.description.affiliationUSP Sao Carlos (University of Sao Paula at Sao Carlos), PO BOX 359
dc.description.affiliationUnespUNESP Ilha Solteira (The Sao Paula State University at Jlha Solteira), PO BOX 31
dc.identifier.scopus2-s2.0-85009063573
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