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J-GLOBAL ID:200902200545692075   Reference number:07A1055990

Experimental Research on the Rehabilitation Effects and Punching Shear Load-Carrying Capacity for the Evaluation Equation of RC Slabs with CFS

CFS補強RC床版の補強効果および押抜きせん断耐荷力評価式
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Volume: 56  Issue: 10  Page: 977-984 (J-STAGE)  Publication year: 2007 
JST Material Number: F0385A  ISSN: 0514-5163  CODEN: ZARYA  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Concrete structures  ,  Failure and maintenance of bridges,and others 
Reference (11):
  • 1) T. Itano and S. Matsui, “Study on RC slabs strengthened by carbon fiber sheets”, Proceeding of 1st Symposium on Decks of Steel Highway Bridge, pp.277-282 (1998).
  • 2) H. Mikami, N. Kishi, M. Sato and Y. Kurihashi, “Effect of strengthened area on bending capacity of RC beams adhered with FRP sheet”, Proceedings of the Japan Concrete Institute, Vol.21, No.3, pp.1549-1554 (1999).
  • 3) H. Mikami, N. Kishi, M. Fuzita and S. Sawada, “Effect of rebar ration on punching shear behavior of RC slab bonded with AERP sheet”, Proceedings of the Japan Concrete Institute, Vol.28, No.2, pp.1459-1464 (2006).
  • 4) M. C. Hsu, T. Kida, T. Abe, T. Sawano and K. Minakuchi, “Reinforcing effects and mechanical properties of RC beam with CFS under static and running loads”, Journal of Marine Science and Technology, Vol.14, No.2, pp.73-83 (2006).
  • 5) M. C. Hsu, T. Abe, T. Kida and T Sawano, “Reinforced effect of stress-hysteresis RC slabs with carbon fiber sheets under running vibration-load of fatigue failure”, Cement Science and Concrete Technology, No.59. pp.434-441 (2005).
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