Feasibility Study on Thermoplastic FRP Rod to Rebar in Concrete

Author:

HOKURA Atsushi1,MIYAZATO Shinichi2

Affiliation:

1. Innovative Composite Materials Research and Development Center, Kanazawa Institute of Technology

2. Department of Civil and Environmental Engineering, Kanazawa Institute of Technology

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference32 articles.

1. 1) Japan Society of Civil Engineers, “Design and construction guidelines for concrete structures using continuous fiber reinforcement -draft-”, Concrete Library 88 (1996).

2. 2) Japan Society of Civil Engin eers, “Recommendation for design and construction of concrete structures using epoxy-coated reinforcing steel bars -revised edition-”, Concrete Library 122 (2003).

3. 3) Japan Society of Civil Engineers, “Recommendation for design and construction of concrete structures using stainless steel bars -draft-”, Concrete Library 130 (2008).

4. 4) T. Hirota, O. Kiyomiya, M. Shikamori and S. Yokoi, “Mechanical properties of the composite beam using the permanent form reinforced with CFRP and its application to the pier”, Journal of JSCE, Vol.522, Ⅵ-28, pp.119-131 (1995).

5. 5) H. Watase, N. Hoshino, S. Ono and R. Yui, “20 years of soundness survey after construction on PC slabs using carbon fiber tendon” The 23th Symposium on Developments in Prestressed Concrete, pp.641-644 (2014).

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