REQUIRED LENGTH AND DEBONDING SHEAR STRESS OF MULTIPLE CFRP STRIPS BONDED TO STEEL PLATE-Reference-Cited by-同舟云学术

REQUIRED LENGTH AND DEBONDING SHEAR STRESS OF MULTIPLE CFRP STRIPS BONDED TO STEEL PLATE

Published:2011 Issue:1 Volume:67 Page:72-85
ISSN:2185-4653
Container-title:Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
language:
Short-container-title:J. JSCE, Ser. A1

Author:

OKURA Ichiro,NAGAI Kazuki

Publisher

Japan Society of Civil Engineers

Reference9 articles.

2. 2) 中村一史:FRPによる鋼構造物の延命化技術,土木学会,平成21年度全国大会研究討論会,研-21資料,複合構造委員会,pp. 5-7,2009.

4. 4) 石川敏之,大倉一郎,喜多伸明:繊維シートが挿入された炭素繊維プレート接着鋼板のはく離せん断応力,構造工学論文集,Vol. 52A,pp. 1317-1326,2006.

5. 5) 姜威,中村一史,鈴木博之,前田研一,入部孝夫:CFRP板と鋼板の接着特性に関する実験的研究,鋼構造年次論文報告集,第14巻,pp. 595-602,2006.

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4. STEP DESIGN FOR CFRP BONDED ONTO STEEL PLATE UNDER UNI-AXIAL LOAD;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2011