Shear Friction Capacity of Concrete with External Carbon FRP Strips-Reference-Cited by-同舟云学术

Shear Friction Capacity of Concrete with External Carbon FRP Strips

Published:2005-12 Issue:12 Volume:131 Page:1911-1919
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Saenz Nicolas¹²,Pantelides Chris P.¹²

Affiliation:

1. Structural Engineer, Walter P. Moore, 444 East Warm Springs, Suite 112, Las Vegas, NV 89119.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, 122 S. Central Campus Dr., Room 104 EMRO, Salt Lake City, UT 84112 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A12%281911%29

Reference22 articles.

1. Allos A. E. (1989). “Shear transfer in fibre reinforced concrete.” Proc. Int. Conf. on Recent Development in Fibre Reinforced Cements and Concrete. R. N. Swamy and B. Barr eds. Elsevier Applied Science New York 146–156.

2. American Concrete Institute Committee 440 (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R Detroit.

3. Connections in precast concrete construction;Birkeland P. W.;ACI J.,1966

4. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete

5. Strengthening with bonded FRP laminate;Dolan B. E.;Concr. Int.,1998

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