@inproceedings{9d202853133f45fe95c86200316b8f67,
title = "Experimental study on bond strength of continuous carbon fiber sheet",
abstract = "An experimental study on bond strength of Continuous Fiber Sheet (CFS) was conducted. Based on the experimental results the bond strength and various factors are clarified. Bond strength does not increase with bond length for bond length longer than 100 mm. As CFS stiffness increases, the maximum local and average bond stresses at delamination increase and CFS strain gradient decreases. CFS with a narrower width has a bond strength greater than that with a wider width. Non-uniform loading decreases the bond strength, however anchor steel plate with tensioned bolt increases it due to the bond between steel plate and CFS and confmement from the bolt. From the observed bond stress in CFS, the equation to predict the maximum local bond stress was proposed.",
keywords = "Bond strength, Continuous fiber sheet, Pullout test, Retrofit",
author = "Tamon Ueda and Yasuhiko Sato and Yasuyuki Asano",
note = "Publisher Copyright: {\textcopyright} 1999 American Concrete Institute. All rights reserved.; 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures ; Conference date: 31-10-1999 Through 05-11-1999",
year = "1999",
month = aug,
day = "1",
language = "English",
series = "American Concrete Institute, ACI Special Publication",
publisher = "American Concrete Institute",
pages = "407--416",
editor = "Dolan, {Charles W.} and Rizkalla, {Sami H.} and Antonio Nanni",
booktitle = "4th International Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures",
address = "United States",
}