Mechanical Behavior of Widening Prestressed Concrete Deck Slabs under Concentrated Load-Reference-Cited by-同舟云学术

Mechanical Behavior of Widening Prestressed Concrete Deck Slabs under Concentrated Load

Published:2017-02-17 Issue:2 Volume:15 Page:38-54
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Fakhruddin ¹,Nakamura Takuro²,Sato Yuji³,Yamada Masahiko³,Niwa Junichiro¹

Affiliation:

1. Department of Civil Engineering, Tokyo Institute of Technology, Japan.

2. Department of Civil and Environmental Eng., Tokyo Institute of Technology, Japan.

3. Technical Section, Fuji P.S. Corporation, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/15/2/15_38/_pdf

Reference23 articles.

1. 1) AASHTO LRFD, (2007). “Bridge design specifications.” American Association of State Highway and Transportation Officials.

2. 2) Chigira, E., Niwa, J., Tanaka, Y. and Katagiri, M., (2007). “Study on punching shear resistance of the UFC panel.” Proceeding of the JCI, 29(3), 1741-1746. (in Japanese)

3. 3) Clement, T., Ramos, A., Ruiz, M. and Muttoni A., (2013). “Design for punching of prestressed concrete slabs.” Structural Concrete, 12(2), 157-167.

4. 4) Eder, M. A., Vollum, R. L., Elghazouli, A. Y. and Abdel-Fattah, T., (2010). “Modeling and experimental assessment of punching shear in flat slabs with shear-heads.” Engineering Structures, 32, 3911-3924.

5. 5) El-Gamal, S., El-Salakawy, E. and Benmokrane, B., (2007). “Influence of reinforcement on the behavior of concrete bridge deck slabs reinforced with FRP bars.” J. Compos. Constr., 11, 449-458.

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