Influence of arching action on shear behaviour of laterally restrained concrete slabs reinforced with GFRP bars-Reference-Cited by-同舟云学术

Influence of arching action on shear behaviour of laterally restrained concrete slabs reinforced with GFRP bars

Published:2015-11 Issue: Volume:132 Page:20-34
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Zheng Y.,Li C.H.,Yang J.B.,Sun C.

Funder

Foundation of Guangdong Distinguished Young Scholar Planning

National Natural Science Foundation of China

Division of Transportation Guangdong Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference32 articles.

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3. Designing and testing of concrete bridge decks reinforced with glass FRP bars;Benmokrane;J Bridge Eng,2006

4. Vaz Rodrigues R. Shear strength of reinforced concrete bridge deck slabs [Ph.D. thesis]. Lausanne, Switzerland: École Polytechnique Fédérale de Lausanne; 2007.

5. Investigation of ultimate strengths of concrete bridge deck slabs reinforced with GFRP bars;Zheng;Constr Build Mater,2012

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