Flexural Performance of HFRP-RC Composite T-Beams with Different Interfaces-Reference-Cited by-同舟云学术

Flexural Performance of HFRP-RC Composite T-Beams with Different Interfaces

Published:2017-06 Issue:3 Volume:21 Page:04016101
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zhang Pu¹,Zhu Hong²,Wu Gang³,Meng Shaoping²,Wu Zhishen²

Affiliation:

1. Lecturer, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450002, China.

2. Professor, Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing 210096, China.

3. Professor, Southeast Univ., Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Nanjing 210096, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000757

Reference22 articles.

1. ACI (American Concrete Institute). (2008). “Report on fiber-reinforced polymer (FRP) reinforcement for concrete structures.” ACI 440R-07 Farmington Hills MI.

2. Balaguru P. and Kurtz S. (1997). “Use of inorganic polymer-ﬁber composites for repair and rehabilitation of infrastructures.” Proc. Int. Conf. on Repair and Rehabilitation of Reinforced Concrete Structures ASCE Reston VA 155–168.

3. Progressive failure and ductility of FRP composites for construction: Review;Bank L. C.;J. Compos. Constr.,2012

4. Behaviour of hybrid FRP–UHPC beams subjected to static flexural loading

5. Built-up hybrid composite box girders fabricated and tested in flexure

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