The Strength Properties of Fibre Reinforced Self Compacting Concrete

• Authors: N. Bozkurt , S. Yazicioğlu
• Languages of publication: EN

Abstracts

EN

This paper reports results of an experimental study of the strength properties of fibre reinforced self-compacting concrete (FRSCC). For this aim, a control self-compacting concrete and 24 FRSCCs were designed, applying fresh self-compacting concrete criteria tests. In the design of FRSCC, four steel and two polypropylene synthetic fibres of different lengths and aspect ratios were used. These fibres were used alone and in combinations with two and four of these fibres. In this way, not only the effect of single fibre and the synergy effect of hybrid fibres, but also the size and concentration effect of fibres, which had different ratios in total fibre volume, were investigated. In the design process, Portland cement and fly ash were used as the binder and the powder material. The compressive and flexural-tensile strength tests were employed at the age of 3, 7, 28, 56 and 90 curing days, to determine the strength properties of FRSCCs. Moreover, ultrasound pulse velocity test was also performed on all concrete series at the same ages.

Keywords

EN

62.20.-x; 81.05.Ni; 81.70.Bt; 89.20.Kk

Discipline

• 81.70.Bt: Mechanical testing, impact tests, static and dynamic loads(see also 62.20.M- Structural failure of materials; 46.50.+a Fracture mechanics, fatigue, and cracks)
• 89.20.Kk: Engineering(for electrochemical engineering, see 82.47.Wx; for biomedical engineering, see 87.85.-d; for reservoir engineering in geothermal energy, see 88.10.G-; for nuclear engineering, see 28.00.00)
• 81.05.Ni: Dispersion-, fiber-, and platelet-reinforced metal-based composites
• 62.20.-x: Mechanical properties of solids

• Journal: Acta Physica Polonica A
• Year: 2017
• Volume: 132
• Issue: 3
• Pages: 775-778

Dates

published

2017-09

Contributors

author

N. Bozkurt

• Bitlis Eren University, Civil Engineering Department, 13000, Bitlis, Turkey

author

S. Yazicioğlu

• Gazi University, Technolgy Faculty, Civil Engineering Department, Ankara, Turkey

References

• [1] M. Sahmaran, A. Yurtseven, I.O. Yaman, Build. Environ. 40, 1672 (2005), doi: 10.1016/j.buildenv.2004.12.014
• [2] B. Akcay, M.A. Tasdemir, Construct. Build. Mater. 28, 287 (2012), doi: 10.1016/j.conbuildmat.2011.08.044
• [3] G.İ. Sezer, Ş. Yazıcı, A. Sezer, Acta Phys. Pol. A 128, B-37 (2015), doi: 10.12693/APhysPolA.128.B-37
• [4] B.A. Persson, Cement Concrete Res. 31, 193 (2001), doi: 10.1016/S0008-8846(00)00497-X
• [5] M. Davraz, S. Kilincarslan, M. Koru, F. Tuzlak, Acta Phys. Pol. A 130, 469 (2016), doi: 10.12693/APhysPolA.130.469
• [6] M. Davraz, Ş. Kilinçarslan, H. Ceylan, Acta Phys. Pol. A 128, B-184 (2015), doi: 10.12693/APhysPolA.128.B-184
• [7] Ş. Kılınçarslan, Acta Phys. Pol. A 128, B-469 (2015), doi: 10.12693/APhysPolA.128.B-469
• [8] M. Sahmaran, I.O. Yaman, Construct. Build. Mater. 21, 150 (2007), doi: 10.1016/j.conbuildmat.2005.06.032
• [9] P.S. Song, S. Hwang, Construct. Build. Mater. 18, 669 (2004), doi: 10.1016/j.conbuildmat.2004.04.027
• [10] Ş. Yazıcı, G. İnan, V. Tabak, Construct. Build. Mater. 21, 1250 (2007), doi: 10.1016/j.conbuildmat.2006.05.025
• [11] O. Kayali, M.N. Haque, B. Zhu, Cement Concrete Compos. 25, 207 (2003), doi: 10.1016/S0958-9465(02)00016-1
• [12] Y. Quanbing, Z. Beirong, Cement Concrete Res. 35, 2360 (2005), doi: 10.1016/j.cemconres.2005.04.003
• [13] B.B. Sabir, Mag. Concrete Res. 53, 163 (2001), doi: 10.1680/macr.2001.53.3.163
• [14] B. Chen, J. Liu, Cement Concrete Res. 35, 913 (2005), doi: 10.1016/j.cemconres.2004.07.035
• [15] T.Y. Erdoğan, Concrete, METU Development Foundation Publishing and Communication, Ankara 2003 (in Turkish)
• [16] H.-D. Yun, I.-S. Yang, S.-W. Kim, E. Jeon, C.-S. Choi, H. Fukuyama, Mag. Concrete Res. 59, 257 (2007), doi: 10.1680/macr.2007.59.4.257

Identifiers

DOI

10.12693/APhysPolA.132.775