Effect of Short Fibre in Structural Mortar to Enhance Mechanical Properties
Keywords:
Mortar, Polypropylene, Short-Fibre, Cement, Compressive StrengthAbstract
Fiber- reinforced bond mortar is a term used when mortar is strengthened with haphazardly dispersed short fibres. The fundamental destinations of the paper were to examine the impacts of short-fiber on auxiliary concrete mortar of used polypropylene. The practices of plain bond mortar and fiber- reinforced cement mortar are thought about. Finally, information for the new and solidify properties if the cement mortar were gathered and investigated. The extent of this investigation depends on the use of polypropylene short-fibres. To assess the impacts of polypropylene short-fiber on the flow ability of reinforced mortar. An investigational consider was led on the cement mortar reinforced by the diverse rates of polypropylene short fiber (0, 0.5,1 and 1.5%). The fundamental goal of this work is to contemplate the mechanical properties of cement mortar containing diverse rates of polypropylene short fiber. Diverse tests have been done to decide a few perspectives in particular the droop test and compressive strength at period of curing 28 days was led on reference and polypropylene short-fiber strengthened mortar examples. The outcomes demonstrated that the use of polypropylene short-fiber gives a change in these properties. The outcomes demonstrate a noteworthy expanding in compressive strength with the augmentation of short-fiber content in cement mortar.
References
S. K. Al-Oraimi and A. C. Seibi, Mechanical Characterization and Impact Behavior of Concrete Reinforced with Natura Lfibers, College of enginnering, Sultan Qabos University,Muscat, Oman, 1995.
F. Burak, S. Turkel & Y. Altuntas "Effects of steel fiber reinforcement on surface wear resistance on self-compacting repair mortar", Cem. & Conc. Comp.; 29, 2007, pp. 391-396.
L. Gang, K. Wang & T. J. Rudolphi "Modeling reheological behavior of highly flowable mortar using concepts of particle and fluid mechanics", Cem. & Conc. Comp.; 30, 2008, pp. 1-12.
H. Okamura, & M. Ouchi "Self-compacting concrete", J. Adv. Concr. Technolgy, 1(1); 2003, pp.1-15.
K. H. Khayat, R. Morin "Performance of self-consolidating concrete used to Repair parapet wall in Montreal", Proceedings of the first north American conference on the design and use of self- consolidating concrete, 2002, pp. 475-481.
ACI Committee 308, Standard Practice for Curing Concrete (308R-92), ACI Manual Concrete Practice, American concrete institute, Farmington Hill, MI, pp. 10-16, 1997.
Khaliq, W., and Kodur, V., “Thermal and Mechanical Properties of Fiber Reinforced High Performance Self-consolidating Concrete at Eleavated Temperatures,” Cem. Concr. Res., Vol. 41, No. 11, pp. 1112-1122, 2011.
Kerans, R.J., and Parthasarathy, T.A., “Theoretical Analysis of the Fiber Pullout and Pushout Tests” J. Amer.Ceramic Soc., Vol. 74, No. 7, pp. 1585-1596, 1991.
Sanjuan, M.A., Andrade, C., and Bentur, A., “Effect of Crack Control in Mortars Containing Polyethylene Fibers on The Corrosion of Steel in A Cementitious Matrix,” ACI Mater., Vol. 94, No. 2, pp. 134-141, 1997.
Banthia, N., and Gupta, R., “Influence of Polypropylene Fiber Geometry on Plastic Shrinkage Cracking in Concrete,” Cem. Concr. Res., Vol. 36, No. 7, pp. 1263-1267, 2006.
Ward, R.J., and Li, V.C., “Dependent of Flexural Behavior of Fiber Reinforced Mortar on Material Fracture Resistance and Beam Size,” ACI Mater., Vol. 87, No. 6, pp. 627-637, 1990.
Singh, S., Shukla, A., and Brown, R., “Pullout Behavior of Polypropylene Fibers From Cementitious Matrix,” Cem.Concr. Res., Vol. 34, No. 10, pp. 1919-1925, 2004.
Alsadey, S. (2016). Effect of Polypropylene Fiber on Properties of Mortar ” International Journal of Energy Science and Engineering, 2, 2, Mar 2016,Pub. Date: Jul.27, 2016.pp. 8-12, http://www.aiscience.org/journal/ijese, American Institute of Science (AIS).
Shah, S. P. & Naaman, A. E.:Mechanical properties of glass and steel fiber reinforced mortar. ACI Journal; 73(1), 1976, pp.50-53.
Nataraja, M. C, Dhang, N. & Gupta, A. P.: Stress-strain curves for steel fiber reinforced concrete under compression. Cement & Concrete Composite; 21, 1999, pp. 38
Okamura, H. & Ouchi, M.: Self compacting concrete. J. Adv.Concr Technol,1(1), 2003, pp.
Gang, L. , Wang, K & ,Rudolphi, T.J.: Modeling reheological behavior of highly Flowable mortar using concepts of particle and fluid mechanics. Cem. & Conc. Comp.; 30, 2008, pp.1
Domene, P. L. & Jine, J.: Properties of mortar for self-compacting concrete. Proceedings of the 1st international RILEM symposium on self-compacting concrete,1999, pp. 109-20.
Khayat, KH , Morin, R.: Performance of self-consolidating concrete used to repair parapet wall in Montreal. Proceedings of the first North American conference on the design and use of self- consolidating concrete, 2002, pp 475-481.
Sicka Company, “Technical Data Sheet Catalogue”.
The American Concrete Institute (ACI 211.1-91) Standard P "Standard Practice for selecting Proportions for Normal, Heavyweight, and Mass Concrete ", ACI Manual of Concrete Practice 2000, Part 1: Materials and General Properties of Concrete.
ASTM C230 "Standard Specification for Flow Table for Use in Tests of Hydraulic Cement ". Annual book of ASTM standard; 2002. PA, www.astm.org.
ASTM C109 "Standard Test Method for Compressive Strength of Hydraulic Cement Mortars Using 50mm Cube Specimens ". Annual book of ASTM standard; 2002.
ASTM C192/C192M-02, “Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory”, Annual Book of ASTM Standards, Vol.04.02, 2003; pp. 126-133.
ASTM C 138, C173 ,C330 and C 567, C143 & C567,C1018, “Annual book of ASTM Standard
,Volume 04.02,” ASTM international, West Conshohocken, Pa, USA, http://www.astm.org/.
E. T. Dawood & M. Ramli. “Development of high strength flowable mortar with hybrid fiber” Construction and Building Materials Journal 2010, 24 (6), 2010, 1043–1050.
B. Chen & J. Liu “Residual strength of hybrid-fiberreinforced high-strength concrete after exposure to high temperatures” Cement & Concrete Research; 34, 2004. pp. 1065-69.
Fibremesh, 1989, Fibremesh Micro-Reinforcement System, Synthetic Industries, Fibremesh Division, TN, United State of America.
