Please use this identifier to cite or link to this item:
https://hdl.handle.net/11147/13714
Title: | Efficiency of shear studs manufactured from threaded bars on the punching behavior of flat slabs | Authors: | Saatçi, Selçuk Yaşayanlar, Yonca |
Publisher: | Golden Light Publishing | Abstract: | Punching resistance in flat slab systems in reinforced concrete structures is often provided with drop panels or shear reinforcement around columns. Shear studs are effectively used in these structures as shear reinforcement. However, factory-made shear studs may not be available in all locations and small quantities for small projects. Therefore, cheap shear studs that can be manufactured from widely available materials in small quantities can be very useful in certain cases. In this study, shear studs manufactured from threaded bars, widely available in hardware stores, are used for providing punching resistance to flat slabs. Stud heads were formed with T-section nuts. Four slab specimens, two with shear studs and two without, were cast and tested under concentrated loads at their mid-point. The slabs had 2150×2150×150 mm dimensions and they were cast with two different longitudinal reinforcement ratios. Test results showed that manufactured shear studs significantly increased the load and deformation capacities of the slabs. Slabs with shear studs were able to show up to three times higher bending deformations and they were able to sustain up to 50% higher loads. The study has shown that these studs can be effectively used for punching strengthening purposes in flat plate systems or in other cases where punching resistance is needed. | URI: | https://doi.org/10.31462/jseam.2023.01060069 https://search.trdizin.gov.tr/yayin/detay/1161450 https://hdl.handle.net/11147/13714 |
ISSN: | 2630-5763 |
Appears in Collections: | Civil Engineering / İnşaat Mühendisliği TR Dizin İndeksli Yayınlar / TR Dizin Indexed Publications Collection |
Files in This Item:
File | Size | Format | |
---|---|---|---|
document.pdf | 762.91 kB | Adobe PDF | View/Open |
CORE Recommender
Page view(s)
660
checked on Nov 18, 2024
Download(s)
564
checked on Nov 18, 2024
Google ScholarTM
Check
Altmetric
Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.