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Commenced in January 2007 Frequency: Monthly Edition: International Publications Count: 29210


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10004665
Strength of Fine Concrete Used in Textile Reinforced Concrete by Changing Water-Binder Ratio
Abstract:
Recently, the abnormal climate phenomenon has enlarged due to the global warming. As a result, temperature variation is increasing and the term is being prolonged, frequency of high and low temperature is increasing by heat wave and severe cold. Especially for reinforced concrete structure, the corrosion of reinforcement has occurred by concrete crack due to temperature change and the durability of the structure that has decreased by concrete crack. Accordingly, the textile reinforced concrete (TRC) which does not corrode due to using textile is getting the interest and the investigation of TRC is proceeding. The study of TRC structure behavior has proceeded, but the characteristic study of the concrete used in TRC is insufficient. Therefore, characteristic of the concrete by changing mixing ratio is studied in this paper. As a result, mixing ratio with different water-binder ratio has influenced to the strength of concrete. Also, as the water-binder ratio has decreased, strength of concrete has increased.
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References:

[1] Colombo. I. G, A. Magri, G. Zani, M. Colombo, M. di Prisco, “Textile Reinforced Concrete: experimental investigation on design parameters”, in Materials and Structures, Nov. 2013, Vol. 46, Issue 11, pp 1933-1951
[2] Anna Kronlof, “Effect of very fine aggregate in concrete strength,” in Materials and Structures, Vol. 27, pp. 15–25, Dec. 1993.
[3] H Donza, O Cabrera, E.F Irassar, “High-strength concrete with different fine aggregate,” in Cement and Concrete Research, Vol. 32, Issue 11, Nov. 2002, pp. 1755-1761
[4] Björn Banholzer, Tanja Brockmann, Wolfgang Brameshuber, “Material and bonding characteristics for dimensioning and modelling of textile reinforced concrete (TRC) elements,” in Materials and Structures, Oct. 2006, 39:749-763
[5] S.-P. Yin, Shilang Xu, “Research on fracture characteristics of high-performance fine grained concrete with high-strength,” in Dalian Ligong Daxue Xuebao/Journal of Dalian University of Technology 51(5):694-700, Sep. 2011
[6] ISO 679:2009(E), Cement-Test methods-Determination of strength, 2009
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