Study on a new method of anchorage of carbon fiber sheet for flexural strengthening

Yasutaka Sagawa; Hiromichi Matsushita; Koyo Takeo; Makoto Saito

Study on a new method of anchorage of carbon fiber sheet for flexural strengthening

Yasutaka Sagawa, Hiromichi Matsushita, Koyo Takeo, Makoto Saito

Civil design and materials

Research output: Contribution to journal › Article › peer-review

4 Citations (Scopus)

Abstract

In this study, anchoring method of Carbon Fiber Sheet (CFS) bonded to tension surface for flexural strengthening of reinforced concrete (RC) beams was examined experimentally. The anchoring method proposed in this study was that CFS for anchoring with fiber direction inclined 45 degree to the longitudinal axis of the beam was bonded in U-shape. As a result of comparison with the method that fiber direction was perpendicular to axis, it was indicated that the former was more effective than the latter.

Original language	English
Pages (from-to)	237-242
Number of pages	6
Journal	Transactions of the Japan Concrete Institute
Volume	22
Publication status	Published - 2000

All Science Journal Classification (ASJC) codes

Building and Construction

Cite this

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title = "Study on a new method of anchorage of carbon fiber sheet for flexural strengthening",

abstract = "In this study, anchoring method of Carbon Fiber Sheet (CFS) bonded to tension surface for flexural strengthening of reinforced concrete (RC) beams was examined experimentally. The anchoring method proposed in this study was that CFS for anchoring with fiber direction inclined 45 degree to the longitudinal axis of the beam was bonded in U-shape. As a result of comparison with the method that fiber direction was perpendicular to axis, it was indicated that the former was more effective than the latter.",

author = "Yasutaka Sagawa and Hiromichi Matsushita and Koyo Takeo and Makoto Saito",

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T1 - Study on a new method of anchorage of carbon fiber sheet for flexural strengthening

AU - Sagawa, Yasutaka

AU - Matsushita, Hiromichi

AU - Takeo, Koyo

AU - Saito, Makoto

PY - 2000

Y1 - 2000

N2 - In this study, anchoring method of Carbon Fiber Sheet (CFS) bonded to tension surface for flexural strengthening of reinforced concrete (RC) beams was examined experimentally. The anchoring method proposed in this study was that CFS for anchoring with fiber direction inclined 45 degree to the longitudinal axis of the beam was bonded in U-shape. As a result of comparison with the method that fiber direction was perpendicular to axis, it was indicated that the former was more effective than the latter.

AB - In this study, anchoring method of Carbon Fiber Sheet (CFS) bonded to tension surface for flexural strengthening of reinforced concrete (RC) beams was examined experimentally. The anchoring method proposed in this study was that CFS for anchoring with fiber direction inclined 45 degree to the longitudinal axis of the beam was bonded in U-shape. As a result of comparison with the method that fiber direction was perpendicular to axis, it was indicated that the former was more effective than the latter.

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M3 - Article

AN - SCOPUS:0034459292

SN - 0911-8985

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JO - Transactions of the Japan Concrete Institute

JF - Transactions of the Japan Concrete Institute

ER -

Study on a new method of anchorage of carbon fiber sheet for flexural strengthening

Abstract

All Science Journal Classification (ASJC) codes

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