Experimental Study for Punching Shear Behavior in RC Flat Plate with Hybrid High Strength Concrete

المؤلفون

  • Ali H. Aziz Civil Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq مؤلف
  • Shatha S. Kareem Highway and Transportation Engineering Department, Al- Mustansiriyah University, Baghdad, Iraq مؤلف
  • Ban Sahib A Highway and Transportation Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

Punching Shear، Hybrid Concrete، High Strength Concrete، Steel Fiber Reinforced Concrete، Reinforced Concrete Slabs

الملخص

This Paper is conducted to investigate experimentally the punching shear behavior of hybrid flat plate. Five slab specimens with (1000x1000x70) mm dimensions have been tested, two of which have been made fully with High Strength Concrete and Steel Fiber Reinforced Concreter , while, the others have been made by mixing two types of concrete (Steel Fiber Reinforced Concreter in the critical zone and High Strength Concrete in the other part of slab specimen). The slab dimensions, main reinforcement have been kept constant in all slab specimens. The variables are concrete type and dimensions of critical area. Experimental results show that the use of SFRC improves the punching shear resistance and allows higher forces to be transferred through the slab-column connection. For slab specimen which made fully with SFRC, the ultimate shear capacity increased by (25%) in comparison with the normal slab. While, for slab specimens which made with hybrid concrete the ultimate shear capacity increased by (5%-13%) in comparison with the normal slab.

التنزيلات

Key Dates

منشور

2013-08-01

إصدار

مجلد 17 عدد 3 (2013): Journal of Engineering and Development

القسم

Articles

الرخصة

Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
Creative Commons-Attribution (BY)

كيفية الاقتباس

Experimental Study for Punching Shear Behavior in RC Flat Plate with Hybrid High Strength Concrete. (2013). مجلة الهندسة والتنمية المستدامة, 17(3), 105-119. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1001

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