Proposed Design of a CFRP Flange-to-Flange Connection for Precast Prestressed Double Tee Systems-Reference-Cited by-同舟云学术

Proposed Design of a CFRP Flange-to-Flange Connection for Precast Prestressed Double Tee Systems

Published:2007-02 Issue:1 Volume:11 Page:91-98
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Tape William D.¹²³,Kennedy John B.¹²³,Madugula Murty K.¹²³

Affiliation:

1. Structural Engineer, The Prestressed Group, 4955 Walker Rd., Windsor ON, Canada N9A 6M6; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor ON, Canada N9B 3P4 (corresponding author).

2. Professor Emeritis, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset, Windsor ON, Canada N9B 3P4.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset, Windsor ON, N9B 3P4 Canada.

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%291090-0268%282007%2911%3A1%2891%29

Reference18 articles.

1. American Concrete Institute (ACI). (1999). Building code Detroit.

2. Bakht B. and Mufti A. (2001). “Load distribution in shear-connected concrete plank bridges.” Conf. of the Canadian Society of Civil Engineering (CSCE) Victoria B.C. Canada.

3. Bakht B. Mufti A. and Sargent D. (2001). “Assessment of stresses in welds of shear-connected concrete plank bridges.” Conf. of the Canadian Society of Civil Engineering (CSCE) Victoria B.C. Canada.

4. Canadian Standards Association (CSA). (1994). “Design of concrete structures.” CAN/CSA A23.3-94 Toronto.

5. Behavior of Welded Plate Connections in Precast Concrete Panels Under Simulated Seismic Loads

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