Experimental study on flexural behavior of prestressed and non-prestressed textile reinforced concrete plates

  • Nguyen Huy Cuong

    University of Transport and Communications, No 3 Cau Giay Street, Hanoi, Vietnam
  • Ngo Dang Quang

    University of Transport and Communications, No 3 Cau Giay Street, Hanoi, Vietnam
Email: nguyenhuycuong@utc.edu.vn
Từ khóa: textile reinforced concrete, prestressed plates, carbon, flexure.

Tóm tắt

The application of prestressing steel is restricted in highly corrosive environment area due to corrosion of prestressing steel, which leads to reduction in strength and it may cause sudden failure. Carbon textile is considered as an alternate material due to its corrosive resistance property, high tensile strength and perfectly elastic. In this study, an experimental investigation was carried out to study the flexural behavior of prestressed and non-prestressed carbon textile reinforced concrete plates. This study also focuses on the influences of textile reinforcement ratios, prestress grades on the flexural behavior of carbon textile reinforced concrete (TRC). Fifteen precast TRC plates were tested, of which six were prestressed to various levels with carbon textile. The obtained results show that prestressing of textile reinforcement results in a higher load bearing capacity, stiffness and crack resistance for TRC plates.

Tài liệu tham khảo

[1] W. Brameshuber, Textile Reinforced Concrete. State-of-the Art Report of RILEM Technical Committee 201-TRC, 1st ed. Bagneux, vol. 36: RILEM Publications S.A.R.L., 2006.
[2] M. Kruger, H. W. Reinhardt, Bond behaviour of textile reinforcement in reinforced and prestressed concrete, Otto-Graf-Journal, 2001.
[3] A. Peled, Pre-tensioning of fabrics in cement-based composites, Cement and Concrete Research, 37 (2007) 805–813. https://doi.org/10.1016/j.cemconres.2007.02.010
[4] H. W. Reinhardt, M. Kruger, U. G. Christian, Concrete Prestressed with Textile Fabric, Journal of Advanced Concrete Technology, 1 (2003) 231-239. https://doi.org/10.3151/jact.1.231
[5] H. W. Reinhardt, M. Kruger, Prestressed Concrete Plates With High Strength Fabric, 6th RILEM Symposium on Fibre-Reinforced Concretes (FRC), 2004.
[6] D. Yunxing, M. Zhang, F. Zhou, D. Zhu, Experimental study on basalt textile reinforced concrete under uniaxial tensile loading, Construction and Building Materials, 138 (2017) 88-100. https://doi.org/10.1016/j.conbuildmat.2017.01.083
[7] D. Yunxing, X. Zhang, F. Zhou, D. Zhu, M. Zhang, P. Wei, Flexural behavior of basalt textile-reinforced concrete, Construction and Building Materials, 183 (2018) 7-21. https://doi.org/10.1016/j.conbuildmat.2018.06.165
[8] D. Yunxing, X. Zhang, F. Zhou & D. Zhu, M. Zhang, P. Wei, Flexural Behaviour of Carbon Textile-Reinforced Concrete with Prestress and Steel Fibres, Polymers, 10 (2018) 98 https://doi.org/10.3390/polym10010098
[9] RILEM Technical Committee 232-TDT, Recommendation of RILEM TC 232-TDT: test methods and design of textile reinforced concrete, May 2016.
[10] Zulassung Z-31.10-182, Gegenstand: Verfahren zur Verstärkung von Stahlbeton mit TUDALIT (Textilbewehrter Beton), Prüfstelle: DIBt, Antragsteller: TUDAG TU Dresden Aktiengesellschaft, 2015.

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