Nonlinear finite element analyses of FRP-reinforced concrete slabs using a new layered composite plate element

Author:

Zhu Y.,Zhang Y. X.

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Computational Mathematics,Computational Theory and Mathematics,Mechanical Engineering,Ocean Engineering,Computational Mechanics

Reference42 articles.

1. Saadatmanesh H, Ehsani MR (1996) Fibre Composite in infrastructure. In: Proceedings of the 1st international conference on composites in infrastructure (ICCI’1996). University of Arizona, Tucson

2. Benmokrane B, Rahman H (1998) Durability of fiber reinforced polymer (FRP) composites for construction. In: Proceedings of the 1st international conference (CDCC’98). University of Sherbrooke, Sherbrooke (Que., Canada)

3. El-Salakawy EF, Benmokrane B (2003) Design and testing of a highway concrete bridge deck reinforced with glass and carbon FRP bars. In: Field applications of FRP reinforcement: case studies. American Concrete Institute, Farmington Hills, Detroit, Mich., ACI Special Publication SP-215-2, pp 26–48

4. El-Salakawy EF, Kassem C, Benmokrane B (2003) Flexural behaviour of concrete bridge deck slabs reinforced with FRP composite bars. In: Proceedings of the 6th international symposium on fibre reinforced polymer (FRP) reinforcement for concrete structures (FRPRCS-6), vol 2. National University of Singapore, Singapore, pp 1291–1300

5. Alkhrdaji T, Ombres L, Nanni A (2000) Flexural behaviour of one-way concrete slabs reinforced with deformed GFRP bars. In: Proceedings of the 3rd international conference on advanced composite materials in bridges and structures, Ottawa, pp 217–224

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