Static behavior of RC deck slabs partially prestressed with hybrid fiber reinforced polymer tendons-Reference-Cited by-同舟云学术

Static behavior of RC deck slabs partially prestressed with hybrid fiber reinforced polymer tendons

Author:

Wang Xin¹^ORCID,Ali Nageh M.¹,Ding Lining²,Shi Jianzhe¹,Wu Zhishen¹

Affiliation:

1. Key Laboratory of C & PC Structures Ministry of EducationSoutheast University Nanjing China

2. School of Civil EngineeringNanjing Forestry University Nanjing China

Funder

Natural Science Foundation of Jiangsu Province

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference27 articles.

1. Flexural behavior of one‐way concrete slabs reinforced by fiber reinforced plastic reinforcements;Michaluk CR;ACI Struct J,1998

2. Serviceability of concrete bridge deck slabs reinforced with FRP composite bars;El‐Salakawy EF;ACI Struct J,2004

3. Behavior of concrete bridge deck slabs reinforced with fiber‐reinforced polymer bars under concentrated loads;El‐Gamal S;ACI Struct J,2005

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