ULTIMATE STRENGTH OF CONTINUOUS FIBER REINFORCED CONCRETE BEAM USING CFRP ROD AND MESH

DOI Web Site 1 References
  • MURAKAMI Kiyoshi
    KUMAMOTO UNIVERSITY, Graduate School of Science and Technology（2-39-1, Kurokami, Chuo-ku, Kumamoto-shi, Kumamoto 860-8555, Japan）
  • LI Haotian
    KUMAMOTO UNIVERSITY, Graduate School of Science and Technology（2-39-1, Kurokami, Chuo-ku, Kumamoto-shi, Kumamoto 860-8555, Japan）
  • SATOH Ayumi
    KUMAMOTO UNIVERSITY, Graduate School of Science and Technology（2-39-1, Kurokami, Chuo-ku, Kumamoto-shi, Kumamoto 860-8555, Japan）
  • YAMAUCHI Seiichiro
    MITSUBISHI CHEMICAL INFRATEC Co., Waterproofing & Strengthening Department（1-1-1, Marunouchi, Chiyoda-ku, Tokyo 103-0021, Japan）

Bibliographic Information

Other Title
  • CFRPロッド・メッシュによる連続繊維補強コンクリート梁の終局強度

Abstract

<p>In this study, experimental investigations were conducted regarding an ultimate strength of continuous fiber reinforced concrete beams using CFRP rods and meshes. As a result, it was experimentally confirmed that the ultimate strength of the beam increases significantly by using CFRP rods and meshes as rebar replacements, and that the shear strength of the beams can be estimated with relatively reasonable accuracy according to the structural design formula in the design and construction guideline of continuous fiber reinforced concrete and AIJ standard for structural calculation of reinforced concrete structures.</p>

Journal

References(1)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top