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Dergiler / The Eurasia Proceedings of Science Technology Engineering and Mathematics / 2017 / Issue: 1

THE BEHAVIOR OF PFRC BEAMS WITH AND WITHOUT WEB REINFORCEMENT

Mehdi Ozturk
Riza Secer Orkun Keskin
Guray Arslan
Sayfa
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Yayın Tarihi
2017-11-09
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

However, the additional shear resistance provided by polypropylene fibers was not sufficient to overcome the shear demand and change the failure mode from shear to flexure.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Numerous researches have focused on the contribution of steel fibers to the shear and flexural behavior of reinforced concrete (RC) beams without web reinforcement.
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Temel Bulgular & Veri:While it has been shown that the addition of steel fibers makes concrete tougher and more ductile, there exists a relatively limited amount of studies concerning the shear behavior of polypropylene fiber reinforced concrete (PFRC) beams.
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Sonuç & Katkı:However, the additional shear resistance provided by polypropylene fibers was not sufficient to overcome the shear demand and change the failure mode from shear to flexure.
🔬Tür:Research Article
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Reinforced concrete · beam · polypropylene fiber

Abstract

Numerous researches have focused on the contribution of steel fibers to the shear and flexural behavior of reinforced concrete (RC) beams without web reinforcement. While it has been shown that the addition of steel fibers makes concrete tougher and more ductile, there exists a relatively limited amount of studies concerning the shear behavior of polypropylene fiber reinforced concrete (PFRC) beams. For this purpose, an experimental program was carried out for investigating the shear behavior of PFRC beams. This paper presents the test results of PFRC beams with and without web reinforcement. It is shown that the use of polypropylene fibers improved the shear capacities of RC beams. However, the additional shear resistance provided by polypropylene fibers was not sufficient to overcome the shear demand and change the failure mode from shear to flexure.

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Bu Makaleye Atıf Yap

Ozturk, M., Keskin, R. S. O., Arslan, G. (2017). THE BEHAVIOR OF PFRC BEAMS WITH AND WITHOUT WEB REINFORCEMENT. The Eurasia Proceedings of Science Technology Engineering and Mathematics, Issue: 1. https://ajindex.com/articles/1551666

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Kaynakça (5)

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