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Compressive Strength of SCC Increased by Use of HD-Glass Fiber and Glass Fiber

Shivshankar Prajapati, Shakti Kumar

Abstract


Self-Compacting Concrete (SCC) is a concrete that has been specifically designed for use in situations where access from below is impossible. It is able to flow when the weight of its own body is applied. When encountering extensive reinforcement and intricate structural designs, it may be utilised. Segregation and bleeding issues are ignored, and compaction does not require vibration. Concrete has a strong compression strength and a weak tension strength. Therefore, discontinuous Anti-Crack high dispersion glass fibres are added to make it strong under tension. Self-compacting concrete (SCC) that has been prepared with the addition of irregular glass fibres is known as glass fibre reinforced SCC (GFRSCC). To determine how Anti-Crack high dispersion glass fibres affected the compressive strength, split tensile strength, and flexural strength of SCC, an exploratory study was carried out. There has been research. The results show that the compressive strength of GFRSCC increased by 2.70% and 12.32%, the split tensile strength of Glass Fiber Reinforced Self-Compacting Concrete (SCC) increased by 4.37% and 25.12%, and the flexural strength of SCC increased by 6.57% and 14.34% as compared to the Normal SCC when Cem-FIL Anti-Crack HD glass fibres were added as 0.25% and 0.50% respectively by the weight of total cementitious material contents. The addition of Cem-FIL Anti-Crack HD glass fibres at a rate of 0.25% to Normal SCC has a negligible impact on the workability of Normal SCC.

Keywords


: Glass fibers, Self-Compacting Concrete, Polyester fiber, HD glass fiber

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References


Ozawa K., and Okamura H., 1995, Evaluation of Self Compatibility of Fresh Concrete,Japan

Society of SSSSS Civil Engineers, Vol. 25, pp. 59-75.

P Srinivasa Rao, G K Vishwanadh, P Sravana and T Seshadri Sekhar, “Flexural Behavior of

Reinforced Concrete Beams Using Self Compacting Concrete”, 34th Conference on Our World in

Concrete & Structures: 16 – 18 August 2009, Singapore.

H. Okamura., and M. Ouchi., 2003, Self Compacting Concrete,Journal of Advanced Concrete

Technology, Vol.1, pp. 5-15

T. Suresh Babu, M.V. Seshagiri Rao and Rama Seshu, “Mechanical properties and stress-strain

behavior of self compacting concrete with and without glass fibers”, Asian journal of civil

engineering (building and housing), vol. 9, no. 5 (2008), pages 457-472.

J Vengala, M. S Sundarsan., and R. V Ranganath. 2003, Experimental Study for Obtaining SelfCompacting Concrete, Indian Concrete Journal, Vol.77, No.8, pp. 1261-1266.

P. Bhuvaneshwari and R. Murali, “strength characteristics of glass fibre on bottom ash based

concrete ”, InternationalJournal of Science, Environment and Technology, Vol. 2, No 1, 2013,

pages 90–102.

P. Srinivasa Rao., Seshadri Sekhar T., and P. Saravanan., 2009, Durability Studies on Glass Fibre

SCC Addition of Glass Fibres Improved Durability of SCC, The Indian Concrete Journal.

Chandramouli K, Srinivasa Rao P, Pannirselvam N, Seshadri Sekhar T and Sravana P, “strength

properties of glass fiber concrete”, vol. 5, no. 4, April 2010, ISSN 1819-6608.

K. Rajesh Kumar and Dr. N. Mahendran,’” Experimental Studies on Strength, Durability and

Behavior of Beam Using S.C.C. With EGlass Fiber Strands”, International Journal of Engineering

Research & Technology (IJERT), Vol. 2, Issue 4, April – 2013, ISSN: 2278- 0181.

Rama Mohan Rao. P,Sudarsana Rao H & Sekar S.K., “Effect of Glass

Antonios Kanellopoulos., Michael F. Petrou., and Ioannis Ioannou., 2012, Durability Performance

of Self Compacting Concrete, Construction and Building Materials 37, pp. 320-325

K.L Radhika., P. Rathish Kumar., and S. Venkateswara rao, 2012, The Performance Studies on

Standard and High Strength Self Compacting Concretes.,ICI Journal.

P. Dinakar, M. Kartik Reddy, and M. Sharma, “Behaviour ofself compacting concrete using

Portland pozzolana cement with different levels of fly ash,” Mater. Des., vol. 46, pp. 609– 616,

N. Bouzoubaâ and M. Lachemi, “Self-compacting concrete incorporating high volumes of class F

fly ash: Preliminary results,” Cem. Concr. Res., vol. 31, no. 3, pp. 413–420, 2001.

R. Siddique, “Properties of self-compacting concrete containing class F fly ash,” Mater. Des., vol.

, no. 3, pp. 1501–15.

M. Nehdi, M. Pardhan, and S. Koshowski, “Durability of self-consolidating concrete

incorporating high-volume replacement composite cements,” Cem. Concr. Res., vol. 34, no. 11,

pp. 2103–2112, 2004.

S. A. Kristiawan and M. T. M. Aditya, “Effect of high volume fly ash on shrinkage of selfcompacting concrete,” Procedia Eng., vol. 125,

ACI, “Use of fly ash in concrete Reported by ACI Committee 232,” NCHRP Synth. Highw.

Pract., vol. 96, no. Reapproved, pp. 1–34, 1986.

IS: 8112. Indian Standard 43 grade Ordinary Portland Cement Specification; 1989.

IS: 2430. Indian Standard methods for sampling of aggregates for concrete; 1986.


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