STEP DESIGN FOR CFRP BONDED ONTO STEEL PLATE UNDER UNI-AXIAL LOAD

ISHIKAWA Toshiyuki, MIYASHITA Takeshi

doi:10.2208/jscejseee.67.351

Bibliographic Information

Other Title

一軸引張を受けるCFRP板接着鋼板に対する段差の設計法

Abstract

In the application of CFRP plate onto steel plate, stepping the CFRP plate ends is often used for prevention of debonding of CFRP plates. However, the length of CFRP plate becomes long by using stepped ends. In this study, to shorten the length of CFRP plate, aligning of several CFRP plate ends was proposed and the condition of aligning was theoretically given. Additionally, aligned steps of CFRP plates under uni-axial load were designed. It was confirmed with stress analysis that the stress in steel plate was reduced as design value by bonding CFRP plate with proposed stepped ends.

Journal

Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))

Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 67 (2), 351-359, 2011

Japan Society of Civil Engineers

Keywords

Details 詳細情報について

CRID: 1390001205351133824

NII Article ID: 130004556696

DOI: 10.2208/jscejseee.67.351

ISSN: 21854653

Data Source

JaLC
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CiNii Articles

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