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Journals / TOJSAT / 2016 / Volume: 6 Issue: 2

EXPERIMENTAL INVESTIGATION OF DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH POLYPROPYLENE FIBERS

Rıfat Sezer(Selcuk University, Civil Engineering Department, Konya, Turkey)
Abdulhamid Aryan(Civil Engineering, Kabul, Afghanistan)
Journal
TOJSAT
Pages
—
Publication Date
2016-07-23
DOI
—
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

According to the results of this comparison, it is concluded that the reinforced concrete beams with polypropylene fiber are more ductile.

📌 3 Key Takeaways

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Objective & Hypothesis:The purpose of this study is to research both the performance of the reinforced concrete beams without fiber and the performance of the reinforced concrete beams with fiber.
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Key Findings & Data:The dimension of the used beam-samples for test in this study is 20x30 cm, their length is 200 cm and their scale is ½.
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Conclusion & Impact:According to the results of this comparison, it is concluded that the reinforced concrete beams with polypropylene fiber are more ductile.
🔬Design:Article
📍Scope:Comprehensive Sample
⚙️Variables:Polypropylene · Fiber-reinforced beams · Strengthening of the beams

Abstract

The purpose of this study is to research both the performance of the reinforced concrete beams without fiber and the performance of the reinforced concrete beams with fiber. For this purpose, the experimental load - displacement curves of beams were formed and the areas under these curves were compared. According to the results of this comparison, it is concluded that the reinforced concrete beams with polypropylene fiber are more ductile. The dimension of the used beam-samples for test in this study is 20x30 cm, their length is 200 cm and their scale is ½. The reinforced concrete reference-beams are produced as two items and the reinforced concrete beams with P-0.60 kg/m polypropylene fiber are produced as three items

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Cite This Article

Sezer, R., Aryan, A. (2016). EXPERIMENTAL INVESTIGATION OF DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH POLYPROPYLENE FIBERS. TOJSAT, Volume: 6 Issue: 2. https://ajindex.com/articles/1660207

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References (5)

  1. Aktürk M. (2006). Research on the performance characteristics of polypropylene fiber reinforced and self-compacting concretes. Selçuk University. Graduate School of Natural Sciences. Master Degree Thesis.
  2. Altun, F. (2006). The experimental analysis for the effect of steel fiber additive in elements of reinforced concrete beams on the ultimate bearing capacity. Erciyes University. Department of Civil Engineering. Kayseri.
  3. Akkas, A. (2010). The compressive strength-properties of polypropylene fiber reinforced concretes and halflightweight concretes. Süleyman Demirel University, Faculty of Technical Education, Department of Construction Education.
  4. Arazsu, U. (2012). Fresh and hardened concrete properties of polypropylene fiber reinforced concretes. Fırat University. Graduate School of Natural Sciences. Master Degree Thesis.
  5. Açıkgenç, M. (2012). Strength and durability characteristics of concretes with polypropylene fiber in the different mix proportion. Fırat University. Graduate School of Natural Sciences. Master Degree Thesis