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Dineshkumar, R.
- Behaviour of Composite Fibre Reinforced Self Compacting Concrete Beams
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Authors
T. Sathya
1,
R. Dineshkumar
1
Affiliations
1 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
1 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
Source
International Journal of Emerging Trends in Science & Technology, Vol 4, No 1 (2018), Pagination: 1-4Abstract
Honey combs were formed in structural members due to improper compaction, hence self compacting concrete can be used to get better strength. As the concrete gets compacted itself due to gravitational force, additional use of vibrators can be avoided. Provision of steel fibres in concrete can reduce the crack, impact and shrinkage. The mix ratio for self compacting concrete with steel fibres has been arrived with the reference of EFNARC*. The purpose of this project is to perform experimental and analytical investigation to explore the flexural behavior of steel fibre reinforced concrete beam and hybrid fibre reinforced concrete beam. The relationship between the various strength tests are established using the graphs.Keywords
Gravity, Self Compacting Concrete, Segregation, Vibration Equipment.References
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- S. A. Bhalchandra, and P. A. Bajirao, “Performance of steel fiber reinforced self compacting concrete,” International Journal of Computational Engineering Research, vol. 2, no. 4, pp. 1042-1046, August 2012.
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- S. C. P. Kumar, and B. H. V. Pai, “Experimental study on steel fibre reinforced self-compacting concrete with silica fume as filler material,” 34th Conference on our World In Concrete & Structures, pp. 16-18, August 2009,
- The European guidelines for self-compacting concrete, specification, production and use, May 2005.
- Relationship between Concrete and Chloride Penetration
Abstract Views :183 |
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Authors
Affiliations
1 Assistant Professor, Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
2 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
3 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu
1 Assistant Professor, Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
2 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
3 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu
Source
International Journal of Emerging Trends in Science & Technology, Vol 7, No 2 (2021), Pagination: 06-09Abstract
Self-compacting solid offers a quick pace of solid situation, with quicker development times and simplicity of stream around blocked support. The ease and isolation opposition of SCC guarantees a significant degree of homogeneity, negligible solid voids and uniform solid strength, giving the possibility to a better degree of finish and solidness than the construction. The improved development practice and execution, joined with the wellbeing and security benefits, make SCC an exceptionally alluring answer for both precast concrete and structural designing development. Self-compacting concrete (SCC) is a unique concrete that sets and compacts without the use of vibration. Except in the presence of clogged support, it will flow under its own weight, fully filling formwork and completing maximum compaction. The solidified concrete is dense, homogeneous, and has comparable design and strength properties to traditional concrete.Keywords
Self-compacting Concrete (SCC), Finite Element Analysis (FEA),, ConcreteReferences
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- Nilforoushan, Mohammed Reza, the Effect of Micro Silica on Permeability and Chemical Durability of Concrete Used in The Corrosive Environment, Iran J. Chem and Chem Eng., vol 24, No 2, 2005.
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- Combined Effect of Mineral Admixtures in High-Performance Concrete
Abstract Views :216 |
PDF Views:0
Authors
Affiliations
1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
Source
International Journal of Emerging Trends in Science & Technology, Vol 7, No 2 (2021), Pagination: 01-05Abstract
High Performance Concrete (HPC) is a propelled sort of con crete that can increase the strength and versatility of concrete structures. For many years, High performance concrete (HPC) is the innovative type of concrete. It has been developed and used for many purpose in construction results in increased characteri stics compared to conventional concrete. Fly ash, Silica fume, Quarry Dust has been popularly used in as mineral admixtures and along with that water also used as natural admixture in HPC to improve the mechanical properties. The utilization of nearby mate rials is a principal venture to spare materials and vitality and lessen the cost of concrete. The cement has been partially replaced with silica fume, combination of coconut shell and eggshell ash (with equal proportions). In order to found out the mechani cal properties of High High-Performance concrete, concrete specimens were casted and tested for 7, 28 days up to failure. In this investigation the mechanical properties of HPC are compared to Controlled Specimens.Keywords
Mechanical Properties, Silica Fume, Combination of Coconut shell and Egg shell ash, Compressive strength, Tensile strength, Flexural Strength, Mineral Admixture.References
- Balaji G, Vetturayasudharsanan R (2019) “Experimental investigation on flexural behaviour of RC hollow beams”, Materials today: proceedings 2019, https://doi.org/10.1016/j.matpr.2019.05.461.
- Vetturayasudharsanan R, Balaji G (2019) “Feasibility study on triangular perfobond rib shear connectors In composite slab”, Materials today: proceedings 2019.
- Ali Alsalman, Canh N. Dang, Gary S. Prinz, and W. Micah Hale (2017) “Evaluation of modulus of elasticity of ultra-high performance concrete”, Construction and Building Materials, Vol. No. 153, pp 918–928.
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- Hor Yin, Wee Teo, and Kazutaka Shirai (2017) “Experimental investigation on the behaviour of reinforced concrete slabs strengthened with ultra-high performance concrete”, Construction and Building Materials Vol. No. 155, pp 463–474.
- IS: 383-1970, “Specifications for Coarse and Fine aggregate from Natural Sources for Concrete”, Bureau of Indian Standards, New Delhi, India.
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- Balaji, G., & Dineshkumar, R. (2020). Experimental Investigation on High Performance Concrete with Silica Fume and Combination of Coconut Shell and Egg Shell Ash as Mineral Admixture. ADALYA JOURNAL, 9(1), 403-407.
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