Searching for just a few words should be enough to get started. If you need to make more complex queries, use the tips below to guide you.
Article type: Research Article
Authors: Azizinamini, Atorod | Yakel, Aaron J.
Affiliations: University of Nebraska–Lincoln, W348 Nebraska Hall, Lincoln, NE 68588, USA
Note: [] Corresponding author. Email: aazizinamini1@unlnotes.unl.edu
Abstract: Development of a bridge system where composite action is developed after the concrete has hardened would reduce the extent of cracking observed in bridge decks while elimination of shear studs would reduce the potential tripping hazard to workers. The objective of this research was to recommend a system which met one or both of these goals. To this end, a number of component level tests along with two prototype beam tests were performed. Details of the testing are described in the paper. Of the alternatives considered, two systems appear to offer the most promise for eventual implementation. The first system utilizes a plastic boot placed over the stud prior to casting of the concrete creating a void around the stud. After the concrete has cured the boot can be punctured or removed and the void filled with an epoxy grout. Upon curing the system will perform as though the studs had been directly cast into the concrete. The second recommended alternative utilizes a single plate welded along the length of the girder protruding vertically in the middle of the flange. This allows workers to place a foot on either side while walking. Rebar is then passed through the plate to be embedded in the concrete deck. A prototype beam utilizing this alternative was tested and performed as though there were complete interaction between the steel and concrete.
Keywords: Steel, Girder, Bridge, Composite, Concrete, Deck
DOI: 10.1080/15732480600902883
Journal: Bridge Structures, vol. 2, no. 3, pp. 119-132, 2006
IOS Press, Inc.
6751 Tepper Drive
Clifton, VA 20124
USA
Tel: +1 703 830 6300
Fax: +1 703 830 2300
sales@iospress.com
For editorial issues, like the status of your submitted paper or proposals, write to editorial@iospress.nl
IOS Press
Nieuwe Hemweg 6B
1013 BG Amsterdam
The Netherlands
Tel: +31 20 688 3355
Fax: +31 20 687 0091
info@iospress.nl
For editorial issues, permissions, book requests, submissions and proceedings, contact the Amsterdam office info@iospress.nl
Inspirees International (China Office)
Ciyunsi Beili 207(CapitaLand), Bld 1, 7-901
100025, Beijing
China
Free service line: 400 661 8717
Fax: +86 10 8446 7947
china@iospress.cn
For editorial issues, like the status of your submitted paper or proposals, write to editorial@iospress.nl
如果您在出版方面需要帮助或有任何建, 件至: editorial@iospress.nl