Bond performance of polystyrene aggregate concrete (PAC) reinforced with glass-fibre-reinforced polymer (GFRP) bars

Author:

Tang W.C.,Lo T.Y.,Balendran R.V.

Publisher

Elsevier BV

Subject

Building and Construction,Geography, Planning and Development,Civil and Structural Engineering,Environmental Engineering

Reference36 articles.

1. Benmokrane B, Tighiouart B, Chaallal O. Bond strength and load distribution of composite GFRP reinforcing bars in concrete. ACI Materials Journal, 1996; May–June: 246–53.

2. Ballinger CF. Development of fibre-reinforced plastic products for the construction market—How has and can it be done. In: Advanced composite materials in bridges and structures, first international conference, 1992. p. 3–14.

3. Mechanical properties and endurance limit of fibre composite bars;Faruqi;Journal of Reinforced Plastics and Composites,1998

4. Fiber composites for new and existing structures;Saadatmanesh;ACI Structural Journal,1994

5. Taerwe L. Non-metallic reinforcement for concrete structures. In: Proceeding of international symposium on new technology in structural engineering. IABSE, Zurich, 1997. p. 15–24.

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