Push-Out Tests for Shear Connectors in GFRP-Concrete Composite Bridge Deck Slabs-Reference-Cited by-同舟云学术

Push-Out Tests for Shear Connectors in GFRP-Concrete Composite Bridge Deck Slabs

Published:2018-08-28 Issue:8 Volume:16 Page:368-381
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Huang Hailin¹,Li Ao¹,Chen Lin¹,Zeng Chuijun¹,Zhu Mingqiao¹

Affiliation:

1. College of Civil Engineering & Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control, Hunan University of Science and Technology, Xiangtan, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/16/8/16_368/_pdf

Reference46 articles.

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2. 2) Al-Darzi, S. Y. K., Chen, A. R. and Liu, Y. Q., (2007). “Finite element simulation and parametric studies of perfobond rib connector.” American Journal of Applied Sciences, 4(3), 122-127.

3. 3) Alagusundaramoorthy, P., Harik, I. E. and Choo, C. C., (2006). “Structural behavior of FRP composite bridge deck panels.” Journal of Bridge Engineering, 11(4), 384-393.

4. 4) Alnahhal, W. and Aref, A., (2008). “Structural performance of hybrid fiber reinforced polymer-concrete bridge superstructure systems.” Composite Structures, 84(4), 319-336.

5. 5) Bank, L. C., (2013). “Progressive failure and ductility of FRP composites for construction: review.” Journal of Composites for Construction, 17(3), 406-419.

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