Behavior of Various Anchorage Systems Used for Shear Strengthening of Concrete Structures with Externally Bonded FRP Sheets-Reference-Cited by-同舟云学术

Behavior of Various Anchorage Systems Used for Shear Strengthening of Concrete Structures with Externally Bonded FRP Sheets

Published:2013-09 Issue:9 Volume:18 Page:837-847
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Bae Sang-Wook¹,Belarbi Abdeldjelil²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Texas Tech Univ., Lubbock, TX 79409.

2. Hugh Roy and Lillie Cranz Cullen Distinguished Professor and Chairman, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000420

Reference42 articles.

1. Investigation into CFRP plate end anchorage utilising uni-directional fabric wrap

2. Al-Mahaidi R. and Sentry N. W. (2009). “Testing the efficiency of anchorage systems applied to CFRP laminate strips bonded to concrete—Westgate Bridge strengthening project.” Dept. of Civil Engineering Monash Univ. Melbourne Australia.

3. American Concrete Institute. (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Detroit.

4. ASTM. (2012a). “Standard test methods and definitions for mechanical testing of steel product.” A370 West Conshohocken PA.

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