Shear Strengthening Performance of Post-tensioned UFC Panel on Reinforced Concrete Beams
Bibliographic record
Abstract
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Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Structural Load-Bearing Analysis
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Affiliations
Department of Civil Engineering, Tokyo Institute of Technology, Japan.
Department of Civil and Environmental Eng., Tokyo Institute of Technology, Japan.
Central Research Laboratory, Taiheiyo Cement Corporation, Japan.
References (14)
Show source-provided references
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2. 2) JSCE, (2006). “Recommendations for design and construction of ultra high strength fiber reinforced concrete structures (Draft).” Tokyo: Japan Society of Civil Engineers, JSCE Guidelines for Concrete No. 9.
3. 3) JSCE, (2010). “Standard specifications for concrete structures-2007 (Design) .” Tokyo: Japan Society of Civil Engineers, JSCE Guideline for Concrete No.15.
4. 4) Kakei, T., Murata, H., Niwa, J. and Hyodo, H., (2005). “Mechanical properties of PC beams using ultra high strength fiber reinforced concrete.” Proceedings of Japan Concrete Institute, 27(2). Available from; [Accessed 8 August 2017]. (in Japanese)
5. 5) Limpaninlachat, P., Matsumoto, K., Nakamura, T., Kono, K. and Niwa, J., (2016). “Flexural strengthening effect of pre-tensioned UFC panel on reinforced concrete beams.” Journal of Japan Society of Civil Engineers, 4, 181-196.10.2208/journalofjsce.4.1_181 ↗
6. 6) Musha, H., Kono, K., Kawaguchi, T. and Kobayashi, T., (2013a). “Sustainable UFC structure in JAPAN and its durability performance.” Third International Conference on Sustainable Construction Materials and Technologies, Kyoto 18-21 August 2013. Available from: [Accessed 7 April 2017].
7. 7) Musha, H., Ohkuma, H. and Kitamura, T., (2013b). “Innovative UFC structures in Japan.” In: F. Toutlemonde and J. Resplendino, Eds. RILEM-fib-AFGC International Symposium on Ultra-High Performance Fibre-Reinforced Concrete. Marseille 1-3 October 2013. Paris: RILEM Publications S.A.R.L, 17-26.
8. 8) Oesterlee, C., (2010). “Structural Response of Reinforced UHPFRC and RC Composite Member.” Thesis (PhD). Swiss Federal Institute of Technology, Lausanne.
9. 9) Ono, T. (2011). “Application of Ultra-high-strength Fiber-reinforced Concrete for Irrigation Channel Repair Works” In: F. Toutlemonde and J. Resplendino, Eds. Designing and Building with UHPFRC: State of the Art and Development. London and New Jersey: ISTE Ltd. and John Wiley & Sons, Ltd., 541-552.10.1002/9781118557839.ch36 ↗
10. 10) Tanaka, Y., Ohtake, A., Musha, H. and Watanabe, N. (2010). “Recent innovative application of UFC bridges in Japan.” In: B. H. Oh et al., Eds. Proceedings of FraMCoS-7, 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures, Jeju Island 23-28 May 2010. Available from: [Accessed 7 April 2017].
11. 11) Teng, J. G., Chen, J. F., Smith, S. T. and Lam, L., (2002). “FRP strengthened RC structures.” West Sussex: John Wiley & Sons, Ltd.
12. 12) Tirimanna, D. L. and Falbr, J., (2013). “FDN modular UHPFRC bridges.” In: F. Toutlemonde and J. Resplendino, Eds. RILEM-fib-AFGC International Symposium on Ultra-High Performance Fibre-Reinforced Concrete. Marseille 1-3 October 2013. Paris: RILEM Publications S.A.R.L, 395-404.
13. 13) Wang, J., Morikawa, H. and Kawaguchi, T., (2013). “Influence of strengthening by ultra high strength fibre reinforced concrete panels on shear resisting mechanism and bond-slip behavior of low strength RC members.” Third International Conference on Sustainable Construction Materials and Technologies, Kyoto 18-21 August 2013. Available from: [Accessed 7 April 2017].
14. 14) Wirojjanapirom, P., Matsumoto, K., Kono, K. and Niwa, J., (2013). “Experimental study on shear behavior of RC beams using U-shaped UFC permanent formwork with shear keys and bolts.” Journal of Japan Society of Civil Engineers Ser. E2 (Material and Concrete Structures), 69(1), 67-81.10.2208/jscejmcs.69.67 ↗