Flexural Behavior of Concrete Beams Strengthened with New Prestressed Carbon-Basalt Hybrid Fiber Sheets-Reference-Cited by-同舟云学术

Flexural Behavior of Concrete Beams Strengthened with New Prestressed Carbon-Basalt Hybrid Fiber Sheets

Published:2014-08 Issue:4 Volume:18 Page:04013053
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wu Gang¹,Shi Jia-Wei²,Jing Wen-Jun³,Wu Zhi-Shen⁴

Affiliation:

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

2. Ph.D. Candidate, National Prestress Engineering Research Center, Southeast Univ., Nanjing 210096, China.

3. Master, National Prestress Engineering Research Center, Southeast Univ., Nanjing 210096, China.

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

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.1943-5614.0000452

Reference23 articles.

1. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

2. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

3. 40-Year-old full-scale concrete bridge girder strengthened with prestressed CFRP plates anchored using gradient method

4. Tensile Fracture Behavior of UV Light Irradiated PBO Fiber

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