Behavior of Arch Slabs Reinforced with FRP Bars Under Concentrated Loads

Author:

El Gamal Sherif,Al-Nuaimi Ali,Al-Shukeili Hind

Publisher

Springer International Publishing

Reference8 articles.

1. Benmokrane B, El-Salakawy E, El-Gamal S, Sylvain G (2007) Construction and testing of an innovative concrete bridge deck totally reinforced with glass FRP Bars: Val-Alain bridge on highway 20 east. ASCE, J Bridge Eng 12(5):632–645

2. Bouguerra K, Ahmed E, El-Gamal S, and Benmokrane B (2011) Testing of full-scale concrete bridge deck slabs reinforced with fiber reinforced polymer (FRP) bars. Constr Build Mater 25(10):3956–3965, October

3. El-Gamal S, El-Salakawy E, Benmokrane B (2005) Behavior of concrete bridge deck slabs reinforced with FRP bars under concentrated loads. ACI Struct J 102(5):727–735

4. El-Ragaby A, El-Gamal S, El-Salakawy E, Benmokrane B (2006) Static and fatigue performance of concrete bridge deck slabs reinforced with glass FRP bars. In: 7th international conference in short and medium bridges, Montreal, Quebec, Canada, August 23–25, 10 p

5. Wang P, Jiang M, Zhou J, Wang B, Feng J, Chen H, Jin F (2018) Spalling in concrete arches subjected to shock wave and CFRP strengthening effect. Tunn Undergr Space Technol 74:10–19

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