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

Yasutaka Sagawa, Hiromichi Matsushita, Koyo Takeo, Makoto Saito

Research output: Contribution to journalArticle

3 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 languageEnglish
Pages (from-to)237-242
Number of pages6
JournalTransactions of the Japan Concrete Institute
Volume22
Publication statusPublished - Dec 1 2000

Fingerprint

Carbon fibers
Fibers
Surface tension
Reinforced concrete

All Science Journal Classification (ASJC) codes

  • Building and Construction

Cite this

Study on a new method of anchorage of carbon fiber sheet for flexural strengthening. / Sagawa, Yasutaka; Matsushita, Hiromichi; Takeo, Koyo; Saito, Makoto.

In: Transactions of the Japan Concrete Institute, Vol. 22, 01.12.2000, p. 237-242.

Research output: Contribution to journalArticle

@article{4132dec6bfe9473097edda8874876eff,
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",
year = "2000",
month = "12",
day = "1",
language = "English",
volume = "22",
pages = "237--242",
journal = "Transactions of the Japan Concrete Institute",
issn = "0911-8985",
publisher = "Japan Concrete Institute",

}

TY - JOUR

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 - 2000/12/1

Y1 - 2000/12/1

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.

UR - http://www.scopus.com/inward/record.url?scp=0034459292&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0034459292&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0034459292

VL - 22

SP - 237

EP - 242

JO - Transactions of the Japan Concrete Institute

JF - Transactions of the Japan Concrete Institute

SN - 0911-8985

ER -