Brief Review on Experimental Study and Investigation on Behaviour of Polypropylene and Crimped Steel Fiber in Concrete
Salai Karthik R
P.G.Scholar, Department of Civil Engineering, PRIST University ,Thanjavur, Tamil Nadu
Elwin Guru Chanth S
Assistant Professor, Department of Civil Engineering, PRIST University,Thanjavur, Tamil Nadu
Receiving Date:
2016-10-03
Acceptance Date:
2016-11-04
Publication Date:
2016-12-06
Download PDF
Abstract
Both steel and polymeric fibers have been used to reinforced concrete and consequently increase its toughness and crack resistance. Fiber reinforced concrete can be used in some structural applications with a reduced amount or even without any conventional reinforcement. One of the application for fibers is to increase the load-carrying capacity of concrete subjected to shear. Several design methods have been proposed to increase the shear strength due to fibers. Each of the methods accounts for the fiber contribution by means of an index based on the toughness of the material. However, each formula uses a different index, obtained from different types of test configurations. Thus the application of the design methods can be difficult. Moreover, most of the design methods and test procedures have been developed only for the evaluation of steel fiber reinforced concrete.
Keywords:
Reinforced concrete; Crimped steel fiber; Polypropylene fiber; Strength and Durability; Application.
References
- Wai Hoe Kwan, MahyuddinRamli, Chee Ban Cheah,“Flexural strength and impact resistance study of fiber reinforced concrete in simulated aggressive environment” Construction and Building Materials (2014), Vol. 63, pp. 62–71.
- Soon Poh Yap, Chun Hooi Bu, U. Johnson Alengaram , Kim Hung Mo, MohdZaminJumaat, “Flexural toughness characteristics of steel–polypropylene hybrid fiber-reinforced oil palm shell concrete” Materials and Design (2014), Vol.57, pp. 652–659
- NemkumarBanthia, CristinaZanotti, ManoteSappakittipakorn, “Sustainable fiber reinforced concrete for repair applications” Construction and Building Materials (2014) , Vol.67, pp. 405–412
- Gonzalo Ruano, Facundo Isla, “Shear retrofitting of reinforced concrete beams with steel-fiber reinforced concrete” Construction and Building Materials (2014) , Vol. 54, pp. 646–658
- N. Flores Medina, G. Barluenga, F. Hernández-Olivares, “Enhancement of durability of concrete composites containing natural pozzolans blended cement through the use of Polypropylene fibers” Composites: Part B (2014), Vol.61, pp. 214–221.
- E. Cuenca, P. Serna, “Shear behavior of prestressed precast beams made of self-compacting fiber reinforced concrete” Construction and Building Materials (2013), Vol.45, pp. 145–156
- G.M. Chen, Y.H. He, H. Yang, J.F. Chen, Y.C. Guo, “Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures” Construction and Building Materials (2014), Vol.71, pp. 1–15.
- Gonzalo Ruano, Facundo Isla , Rodrigo IsasPedraza, Domingo Sfer, BibianaLuccioni, “Shear retrofitting of reinforced concrete beams with steel fiber reinforced concrete” Construction and Building Materials (2014), Vol.54, pp. 646–658.
- Angel M. López-Buendía, María Dolores Romero-Sánchez, VerónicaCliment, Celia Guillem, “Surface treated polypropylene (PP)fibers for reinforced concrete” Cement and Concrete Research (2013), Vol. 54, pp. 29–35
- Peng Zhang, Qing-fu Li, “ Effect of polypropylene fiber on durability of concrete composite containing fly ash and silica fume” Composites: Part B (2012), Vol.45, pp. 1587–1594.
- O. Plé, T.N.H. Lê, “Effect of polypropylene fiber-reinforcement on the mechanical behavior of silty clay” Geotextiles and Geo membranes (2011), Vol.32, pp. 111-116
- PitiSukontasukkul, PitthayaJamsawang,“Use of steel and polypropylene fibers to improve flexural performance of deep soil–cement column” Construction and Building Materials (2011), Vol.29, pp. 201–205.
- BensaidBoulekbache ,MostefaHamrat , Mohamed Chemrouk , SofianeAmziane, “Influence of yield stress and compressive strength on direct shear behavior of steel fiber-reinforced concrete” Construction and Building Materials (2011), Vol.27, pp. 6–14.
- YiningDing ,Zhiguo You, Said Jalali, “The composite effect of steel fibers and stirrups on the shear behavior of beams using self-consolidating concrete” Engineering Structures (2010), Vol.33, pp. 107–117
- F. Bencardino, L. Rizzuti, G. Spadea, R.N. Swamy, “Experimental evaluation of fiber reinforced concrete fracture properties” Composites: Part B (2009), Vol.41, pp. 17–24
- Surinder Pal Singh “ Fatigue Strength of Hybrid Steel-Polypropylene Fibrous Concrete Beams in Flexure” Procedia Engineering (2008) , Vol.14, pp. 2446–2452
- P.S. Song , S. Hwang , B.C. Sheu B, “ Strength properties of nylon- and polypropylene-fiber-reinforced concretes” Cement and Concrete Research (2004), Vol.35,pp.1546 – 1550.
- O. Cengiz, L. Turanli, “ Comparative evaluation of steel mesh, steel fiber and high-performance polypropylene fiber reinforced shotcrete in panel test” Cement and Concrete Research (2003), Vol.34, pp. 1357 – 1364
- An Yan, Keru Wu, Xiong Zhang, “A quantitative study on the surface crack pattern of concrete with high content of steel fiber” Cement and Concrete Research (2002), Vol.32, pp. 1371 – 1375.
- Bollano “The behavior of steel fibers as shear reinforcement in two-span continuously reinforced concrete beams” (1980).
Back
