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Dergiler / Journal of Structural Engineering & Applied Mechanics (Online) / 2021 / Cilt: 4 - Sayı: 4

Effect of fiber ratio on the impact behavior of polypropylene fiber reinforced samples

Mehmet Fatih Şahan
İsmail Ünsal
Fatih Ali Öncel
Sayfa
239–248
Yayın Tarihi
2022-10-19
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

The cube and beam concrete samples reinforced with polypropylene fibers absorbed the impact energy better than the control samples

📌 3 Maddede Bu Makale

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Amaç & Hipotez:This study investigated the effect of fiber ratio on the impact behavior of polypropylene fiber reinforced concrete cube and beam samples.
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Temel Bulgular & Veri:Plain concrete mixtures for control samples and polypropylene fiber- reinforced concrete mixtures with fiber ratios of %0.22, %0.44, and %0.66 by volume were prepared.
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Sonuç & Katkı:The cube and beam concrete samples reinforced with polypropylene fibers absorbed the impact energy better than the control samples
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Alan Parametreleri

Abstract

This study investigated the effect of fiber ratio on the impact behavior of polypropylene fiber reinforced concrete cube and beam samples. Plain concrete mixtures for control samples and polypropylene fiber- reinforced concrete mixtures with fiber ratios of %0.22, %0.44, and %0.66 by volume were prepared. An instrumented drop-weight impact system was used for the dynamic tests. Static compression tests, three- point bending tests, and impact tests were performed on beam samples (with the dimension of 100×100×500 mm). Static compression and impact tests were performed on cube samples (with the size of 100 mm). It was observed that the fracture properties of polypropylene fiber reinforced concrete for both cube and beam samples were better than the control samples under impact. The crack width in the beams under the impact decreased with the increase in polypropylene fiber ratio. The cube and beam concrete samples reinforced with polypropylene fibers absorbed the impact energy better than the control samples

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Bu Makaleye Atıf Yap

Şahan, M. F., Ünsal, İ., Öncel, F. A. (2022). Effect of fiber ratio on the impact behavior of polypropylene fiber reinforced samples. Journal of Structural Engineering & Applied Mechanics (Online), Cilt: 4 - Sayı: 4, 239–248. https://ajindex.com/articles/566361

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Kaynakça (12)

  1. Yoo DY, Banthia N (2019) Impact resistance of fiber-reinforced concrete – A review. Cement and Concrete Composites 104:103389
  2. Al-Masoodi AHH, Kawan A, Kasmuri M, Hamid R, Khan MNN (2016) Static and dynamic properties of concrete with different types and shapes of fibrous reinforcement. Constr. Build. Mater. 104:247–262 3] Banthia N, Gupta P, Yan C (1999) Impact resistance of fiber reinforced wet-mix shotcrete - Part I: beam tests. Mater. Struct. 32(8):563–570 [4] Almusallam TH, Siddiqui NA, Iqbal RA, Abbas H (2013) Response of hybrid-fiber reinforced concrete slabs to hard projectile impact. Int. J. Impact Eng. 58:17–30
  3. Almusallam TH, Abadel AA, Al-Salloum YA, Siddiqui NA, Abbas H (2015) Effectiveness of hybrid-fibers in improving the impact resistance of RC slabs. Int. J. Impact Eng. 81:61–73
  4. Alhozaimy AM, Soroushian P, Mirza F (1996) Mechanical properties of polypropylene fiber reinforced concrete and the effects of pozzolanic materials. Cement Concr. Compos. 18(2):85–92 [7] Caf M (2012) Polipropilen ve Çelik Lifli Betonların Darbe Dayanımı. MSc Thesis, Atatürk University (in Turkish)
  5. Korkut F, Türkmenoğlu ZF, Taymuş RB, Güler S (2017) Çelik ve sentetik liflerin kendiliğinden yerleşen beton taze ve meknik özellikleri üzürine etkisi. Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 6(2):560-570 (in Turkish)
  6. Şahin M, Karagöz I, Öksüz M, Yazıcıoğlu S (2021) Properties of concrete reinforced with M12 monofilament type polypropylene fiber. El-Cezerî Journal of Science and Engineering 8(1):481-494
  7. TS EN 12390-1 (2014) Beton–Sertleşmiş Beton Deneyleri–Bölüm 1: Deney Numunesi ve Kalıplarının Boyut ve Diğer Özellikleri, Ankara
  8. ACI 544.2R (2009) Measurement of Properties of Fiber Reinforced Concrete, USA [12] TS EN 12390-5 (2010) Beton–Sertleşmiş Beton Deneyleri–Bölüm 5: Deney Numunelerinde Eğilmede Çekme Dayanımının Tayini, Ankara
  9. Banthia N, Trottier JF (1995) Concrete reinforced with deformed steel fibers, Part II: Toughness characterization. ACI Mater. J. 92(2):146-154
  10. Mohamed RAS (2006) Effect of polypropylene fibers on the mechanical properties of normal concrete. Journal of Engineering Sciences-Assiut University 34(4):1049-1059
  11. Richardson AE (2006) Compressive strength of concrete with polypropylene fiber additions, Structural Survey 24(2):138-153
  12. Hsie M, Tu C, Song PS (2008) Mechanical properties of polypropylene hybrid fiber-reinforced concrete. Materials Science and Engineering A 4