Please use this identifier to cite or link to this item: https://ir.swu.ac.th/jspui/handle/123456789/17574
Title: Effect of shape, number, and location of openings on punching shear capacity of flat slabs
Authors: Yooprasertchai E.
Tiawilai Y.
Wittayawanitchai T.
Angsumalee J.
Joyklad P.
Hussain Q.
Issue Date: 2021
Abstract: Experimental evidence have proved that punching shear capacity of flat slabs deteriorate with the presence of openings located within the critical perimeter around columns. It is understood that this deterioration varies inversely with the distance of openings from column’s face. However, effect of the shape of openings on punching shear capacity is not well known. This study presents experimental results of 14 flat specimens to investigate the effects of the number (2 and 4), shape (circular, square, and rectangular), and location (1 and 4 times of slab’s thickness from column’s face) of openings on punching shear strength. It was found that circular openings had least influence on punching capacity followed by square and rectangular openings, respectively. Further, placing openings at a distance of four times the slab’s thickness from column’s face had minimal impact on punching capacity. Further, increasing the number of openings from 2 to 4 substantially reduced the punching capacity. An effort was made to predict the punching capacities of all specimens using the descriptive equations of ACI 318-19 and Eurocode 2. Mean of the ratio of experimental to analytical results and standard deviation of ACI equations were found to be more accurate than those of Eurocode 2 predictions. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.
URI: https://ir.swu.ac.th/jspui/handle/123456789/17574
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85118217021&doi=10.3390%2fbuildings11100484&partnerID=40&md5=09797bc266bb5c13d71250bc9262dc5d
ISSN: 20755309
Appears in Collections:Scopus 1983-2021

Files in This Item:
There are no files associated with this item.


Items in SWU repository are protected by copyright, with all rights reserved, unless otherwise indicated.