Short and long-term cracking behaviour of GFRP reinforced concrete beams

Author:

Miàs C.ORCID,Torres L.,Guadagnini M.,Turon A.

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference37 articles.

1. A rational method to predict long-term deflections of FRP reinforced concrete members;Torres;Eng Struct,2012

2. Effect of sustained loads on flexural crack width in concrete beams reinforced with internal FRP reinforcement. Serviceability of Concrete members reinforced with internal/external FRP Reinforcement;Gross,2009

3. Durability of GFRP reinforcement bars. Advances in FRP composites in civil Engineering;Bakis,2011

4. Time-dependent behaviour of fibre reinforced polymer (FRP) bars and FRP reinforced concrete beams under sustained load;Yousseff,2010

5. Guide for the design and construction of structural concrete reinforced with FRP bars;ACI Committee 440,2006

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