AN EXPERIMENTAL STUDY ON THE EFFECT OF CFRP ON BEHAVIOR OF REINFORCE CONCRETE BEAM COLUMN CONNECTIONS

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作者信息关键词期刊信息基础信息归属信息摘要

成果类型：

期刊论文

作者：

Xie, Qiang;Sinaei, Hamid;Shariati, Mahdi;Khorami, Majid;Mohamad, Edy Tonnizam;...

通讯作者：

Dieu Tien Bui

作者机构：

[Xie, Qiang] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China.

[Xie, Qiang] Hunan City Univ, Yiyang 413000, Hunan, Peoples R China.

[Sinaei, Hamid] Islamic Azad Univ, Dept Civil Engn, Sirjan Branch, Sirjan, Iran.

[Shariati, Mahdi] Univ Tabriz, Fac Civil Engn, Tabriz, Iran.

[Khorami, Majid] Univ UTE, Fac Arquitectura & Urbanismo, Calle Rumipamba S-N & Bourgeois, Quito, Ecuador.

通讯机构：

[Dieu Tien Bui] D

Duy Tan Univ, Inst Res & Dev, Da Nang 550000, Vietnam.

语种：

英文

关键词：

Xie, Qiang;Sinaei, Hamid;Shariati, Mahdi;Khorami, Majid;Mohamad, Edy Tonnizam;Bui, Dieu Tien;CFRP plate;plastic hinge relocation;finite element;rehabilitation;strengthening

期刊：

STEEL AND COMPOSITE STRUCTURES

ISSN：

1229-9367

年：

2019

卷：

期：

页码：

433-441

DOI：

10.12989/scs.2019.30.5.433

机构署名：

本校为其他机构

摘要：

The aim of this research is reinforcing of concrete with variety of fiber reinforced polymer (FRP) configurations and investigates the load capacity and ductility of these connections using an experimental investigation. Six scaled-down RC exterior joints were tested under moderately monotonic loads. The results show that, the shape of the FRP had a different effect on the joint capacity and the connection ductility coefficient. The greatest effect on increasing the ductility factor was seen in the sample where two reinforcement plates were used on both sides of the beam web (RCS5 sample). For...

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AN EXPERIMENTAL STUDY ON THE EFFECT OF CFRP ON BEHAVIOR OF REINFORCE CONCRETE BEAM COLUMN CONNECTIONS

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