Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/88751
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dc.contributor.authorTeng, Susantoen
dc.contributor.authorChanthabouala, Khatthanamen
dc.contributor.authorLim, Darren Tze Yangen
dc.contributor.authorHidayat, Rhahmadatulen
dc.date.accessioned2018-04-19T09:28:49Zen
dc.date.accessioned2019-12-06T17:10:11Z-
dc.date.available2018-04-19T09:28:49Zen
dc.date.available2019-12-06T17:10:11Z-
dc.date.issued2018en
dc.identifier.citationTeng, S., Chanthabouala, K., Lim, D. T. Y., & Hidayat, R. (2018). Punching Shear Strength of Slabs and Influence of Low Reinforcement Ratio. ACI Structural Journal, 115(1), 139-150.en
dc.identifier.issn0889-3241en
dc.identifier.urihttps://hdl.handle.net/10356/88751-
dc.identifier.urihttp://hdl.handle.net/10220/44696en
dc.description.abstractPresented in this paper are the punching shear tests of 12 high strength concrete slabs (fc′ > 100 MPa [14,500 psi]) with various flexural reinforcement ratios from 0.28 to 1.43% and supported on columns having various aspect ratios of 1 x 1, 1 x 3, and 1 x 5. The resulting test data were also used to verify the suitability of the ACI 318 and Eurocode 2 punching shear equations, especially for slabs with low reinforcement ratios. Other influencing factors such as concrete strength and size effect were also addressed. The authors’ new experimental results will be combined with 355 existing published data and together they will be used to evaluate the accuracies and safety of the ACI 318 and Eurocode 2 methods for punching shear, as well as some methods proposed by other researchers. A new general method and a simplified method are also proposed; they are shown to be accurate and reliable.en
dc.description.sponsorshipNRF (Natl Research Foundation, S’pore)en
dc.format.extent40 p.en
dc.language.isoenen
dc.relation.ispartofseriesACI Structural Journalen
dc.rights© 2018 American Concrete Institute. This paper was published in ACI Structural Journal and is made available as an electronic reprint (preprint) with permission of American Concrete Institute. The published version is available at: [http://dx.doi.org/10.14359/51701089]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.en
dc.subjectBuilding Codesen
dc.subjectColumn Aspect Ratioen
dc.titlePunching Shear Strength of Slabs and Influence of Low Reinforcement Ratioen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doihttp://dx.doi.org/10.14359/51701089en
dc.description.versionPublished versionen
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