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

The authors acknowledge the support provided by the Spanish Government (Ministerio de Economia y Competitividad), Project ref. BIA2013-46944-C2-2-P. The first author acknowledges the supportfrom the People Programme (Marie Curie Actions) of the European Union's Seventh Framework Programme (FP7/2007-2013) and from ACCIO (Generalitat de Catalunya) under REA grant agreement no 600388. The authors also thank the support of Schok Bauteile GmbH for the supply of GFRP rebars