Shear Stud Connections for the Development of Composite Action between Steel Girders and Fiber-Reinforced Polymer Bridge Decks-Reference-Cited by-同舟云学术

Shear Stud Connections for the Development of Composite Action between Steel Girders and Fiber-Reinforced Polymer Bridge Decks

Published:2002-06 Issue:6 Volume:128 Page:762-770
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Moon F. L.¹,Eckel D. A.¹,Gillespie J. W.²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering and Center for Composite Materials, Univ. of Delaware, Newark, DE 19716.

2. Professor, Dept. of Civil and Environmental Engineering, Dept. of Material Science Engineering, and Center for Composite Materials, Univ. of Delaware, Newark, DE 19716.

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%282002%29128%3A6%28762%29

Reference5 articles.

1. Anonymous. (2000). Hardcore Composites Wins Ohio 100 Bridge Program High Performance Composites March/April 12–13.

2. Cassity P. Gillespie J. W. Jr. and Richards D. (2000). “Compositely acting bridge.” Proc. Int. Bridge Conf. June 12–14 2000 Hilton Pittsburgh Towers Pittsburgh.

3. DARPA. (2000). Advanced Composites for Bridge Renewal-Phase II: Task16-Modular Composite Bridge Vol. IV. DARPA Agreement No. MDA972-94-3-0030 March.

4. LRFD Bridge Design Specifications . (1998). 2nd Ed. American Association of State Highway and Transportation Officials (AASHTO) Washington D.C.

5. Ollgaard Slutter R. G. and Fisher J. W. (1971). “Shear strength of stud connectors in lightweight and normal-weight concrete.” Eng. J. 55–64.

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