Failure mechanism and analysis of reinforced concrete members with fiber-steel laminate composites

被引：0

作者：

Jeong-Bae, Yoon ^{[1
]}

Ji-Hye, Choi ^{[1
]}

Young-Gyun, Hong ^{[3
]}

Sang-Ho, Ahn ^{[4
]}

Jeong-Hyun, Park ^{[2
]}

机构：

[1] GyeongSang Natl Univ, Inst Engn Res, Seoul, South Korea

[2] PaiChai Univ, Div Architecture, Daejeon, South Korea

[3] HongIk Univ, Sch Architecture, Seoul, South Korea

[4] Silla Univ, Dept Architecture, Busan, South Korea

来源：

MECHANICAL BEHAVIOR OF MATERIALS X, PTS 1AND 2 | 2007年 / 345-346卷

关键词：

fiber-steel composite; strengthening; flexural Behavior; failure mechanism; FE analysis;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The new composite method combined by fiber laminates and steel plate composites was applied for reinforced concrete members. The experimental investigation for the applicability of this method was presented for flexural member. Two different fiber materials such as carbon and fiberglass with steel plate were used. All specimen using fiber material and steel plate were divided by two different groups such as control group without strengthening, innovated fiber-steel laminate composites group. Failure modes and load-deflection curves were presented for flexural members by fiber-steel laminate composites. Numerical analysis for tested beam was investigated.

引用

页码：677 / +

页数：2

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