Flexural Experimental Study on Continuous Reinforced Concrete
Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic

doi:10.1007/s12204-012-1333-6

上海交通大学学报（英文版） ›› 2012, Vol. 17 ›› Issue (5): 613-618.doi: 10.1007/s12204-012-1333-6

Flexural Experimental Study on Continuous Reinforced Concrete Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic

OUYANG Li-juna,b* (欧阳利军), LU Zhou-daoc (陆洲导), CHEN Wei-zhenb (陈惟珍)

(a. School of Aerospace Engineering and Applied Mechanics; b. Department of Bridge Engineering; c. Research Institute of Structural Engineering & Disaster Reduction, Tongji University, Shanghai 200092, China)

出版日期:2012-10-30 发布日期:2012-11-16
通讯作者: OUYANG Li-juna,b* (欧阳利军) E-mail:ouyang@tongji.edu.cn

Flexural Experimental Study on Continuous Reinforced Concrete Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic

OUYANG Li-juna,b* (欧阳利军), LU Zhou-daoc (陆洲导), CHEN Wei-zhenb (陈惟珍)

(a. School of Aerospace Engineering and Applied Mechanics; b. Department of Bridge Engineering; c. Research Institute of Structural Engineering & Disaster Reduction, Tongji University, Shanghai 200092, China)

Online:2012-10-30 Published:2012-11-16
Contact: OUYANG Li-juna,b* (欧阳利军) E-mail:ouyang@tongji.edu.cn

摘要/Abstract

摘要： This paper discusses a new fibrous composite known as continuous basalt fiber reinforced polymer/ plastic (BFRP). Compared with other fiber reinforced polymer/plastic, BFRP has many advantages, such as ductility, high thermal resistance, corrosion resistance and economic cost. To test mechanical properties and failure modes of flexural members strengthened with BFRP, flexural experiment is conducted on four two-span T-section continuous beams strengthened with BFRP and one un-strengthened comparative beam. The experimental result shows that the strengthened beams perform remarkably in terms of yield strength, ultimate strength and ductility. BFRP has good prospects in retrofitting and strengthening of concrete structures which require good ductility and corrosion resistance.

关键词: basalt fiber reinforced polymer/plastic (BFRP), concrete, continuous beams, bearing capacity, failure mode

Abstract: This paper discusses a new fibrous composite known as continuous basalt fiber reinforced polymer/ plastic (BFRP). Compared with other fiber reinforced polymer/plastic, BFRP has many advantages, such as ductility, high thermal resistance, corrosion resistance and economic cost. To test mechanical properties and failure modes of flexural members strengthened with BFRP, flexural experiment is conducted on four two-span T-section continuous beams strengthened with BFRP and one un-strengthened comparative beam. The experimental result shows that the strengthened beams perform remarkably in terms of yield strength, ultimate strength and ductility. BFRP has good prospects in retrofitting and strengthening of concrete structures which require good ductility and corrosion resistance.

Key words: basalt fiber reinforced polymer/plastic (BFRP), concrete, continuous beams, bearing capacity, failure mode

中图分类号:

TU 375.1

OUYANG Li-juna,b* (欧阳利军), LU Zhou-daoc (陆洲导), CHEN Wei-zhenb (陈惟珍). Flexural Experimental Study on Continuous Reinforced Concrete Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic[J]. 上海交通大学学报（英文版）, 2012, 17(5): 613-618.

OUYANG Li-juna,b* (欧阳利军), LU Zhou-daoc (陆洲导), CHEN Wei-zhenb (陈惟珍). Flexural Experimental Study on Continuous Reinforced Concrete Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic[J]. Journal of shanghai Jiaotong University (Science), 2012, 17(5): 613-618.

参考文献

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Flexural Experimental Study on Continuous Reinforced Concrete Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic

Flexural Experimental Study on Continuous Reinforced Concrete Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic

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