Indexing
All Issues
Submission
Author Guidelines
Reviewers
Editorial Members
Publication Fee
Vol.4 , No. 6, Publication Date: Jan. 11, 2018, Page: 79-84
 cement traditionallyoldbecause the majorfiletowardsmanufacturethe concrete material. This is a compound substance consisting of a medium contain an arbitrary sharing or spreading of minute fiber, also ordinary. It’sproduced with a grouping and a partial mixture of coarse aggregates. The nominal design mix isaccessiblein addition to scope used. The GFC facilitates to bestow this exclusive compound concrete material its strength. Thecurrentlaboratory examination of glass fibers has been used to learn (the resultresting on compressive, flextural and split tensilestrength lying on) Mix proportions 20 (1:1.5:3) (grade of concrete through) an addunreliableproportion of glass fiber. Which coarse aggregate replaced with glass fiber as 20%, 30%, 40%. The compressive strength of curing aging 7, 28-Days. And attained required strength of cast specimens.&picture=http://www.aascit.org/aascit/decorators/img/journal/920.jpg)
| [1] | Vijayvenkatesh Chandrasekaran, Department of Civil Engineering, St. Josephs College of Engineering and Technology, Thanjavur, India. |
Concrete is individual and mainly extensively worn building substance. It’sregularlylinkedthrough Portland cement since the core structural membersintendedfor thebuilding concrete. The normal (OPC) cement traditionallyoldbecause the majorfiletowardsmanufacturethe concrete material. This is a compound substance consisting of a medium contain an arbitrary sharing or spreading of minute fiber, also ordinary. It’sproduced with a grouping and a partial mixture of coarse aggregates. The nominal design mix isaccessiblein addition to scope used. The GFC facilitates to bestow this exclusive compound concrete material its strength. Thecurrentlaboratory examination of glass fibers has been used to learn (the resultresting on compressive, flextural and split tensilestrength lying on) Mix proportions 20 (1:1.5:3) (grade of concrete through) an addunreliableproportion of glass fiber. Which coarse aggregate replaced with glass fiber as 20%, 30%, 40%. The compressive strength of curing aging 7, 28-Days. And attained required strength of cast specimens.
Keywords
GFC, Glass Fiber,(OPC) Cement, Fine Aggregate, Compressive Strength, Split Tensile Strength, Flextural Strength
Reference
| [01] | A. Belarbi, H. Wang, Flexural Behavior of Fiber- Reinforced-Concrete Beams Reinforced with FRP Re-bars, Fiber Reinf. Polym. Reinf. Reinf. Concr. Struct. 7 (2005) 895–914. |
| [02] | W. NEAL, Glass fiber reinforced concrete (GFRC), (1978). |
| [03] | M. Hinzen, W. Brameshuber, Improvement of Serviceability and Strength of Textile Reinforced Concrete by using Short Fibres, 4th Colloq. Text. Reinf. Struct. (2009) 261–272. |
| [04] | W. Conference, E. Engineering, OR OF STEEL FRAMES WITH OFF-CENTER, (2004) 1–14. |
| [05] | D. J. Kim, Strain rate effect on high performance fibre reinforced cementitous composites using slip hardening high strength deformed steel fibres, Michigan. (2008) 1–225. |
| [06] | S. Engineering, STRENGTHENING OF REINFORCED CONCRETE BEAMS USING GLASS FIBER REINFORCED POLYMER COMPOSITES Master of Technology in BEAMS USING GLASS FIBER REINFORCED, Civ. Eng. (2009). |
| [07] | J. P. J. G. Ferreira, F. A. B. Branco, the Use of Glass Fiber?Reinforced Concrete As a Structural Material, Exp. Tech. 31 (2007) 64–73. doi: 10.1111/j.1747-1567.2007.00153.x. |
| [08] | S. P. Shah, SURENDRA P. SHAH, (n.d.). |
| [09] | V. T. Ngala, C. L. Page, M. M. Page, Corrosion inhibitor systems for remedial treatment of reinforced concrete. Part 1: Calcium nitrite, Corros. Sci. 44 (2002) 2073–2087. doi: 10.1016/S0010-938X(02)00012-4. |
| [10] | K. P. and P. W. Nebojša ƉURANOVIĆ, Tests on Concrete Beams Reinforced With Glass Fibre Reinforced, (n.d.). |
| [11] | A. Pradesh, Permeability Studies on Glass Fibre Self Compacting Concrete Flexural Behaviour of Reinforced Concrete Beams Using Self Compacting Concrete, (2009). |
| [12] | Bureau of Indian Standards, Plain and Reinforced Concrete, (2000) 100. doi: 624.1834 TAY. |
