Partial factor for the shear resistance model in the 2nd generation of Eurocode 2 for GFRP reinforced concrete members

•Partial factor for shear resistance of concrete members reinforced with GFRP bars evaluated for design provision in the 2nd generation of EC2.•Database of 288 test results on concrete members reinforced with GFRP bars subjected to one-way shear.•Modification of design provision for assessment of the shear capacity of members reinforced with GFRP bars. Fibre-reinforced polymer (FRP) bars provide a useable alternative to conventional steel reinforcement in concrete structures exposed to chlorides from de-icing salts and marine environments. Glass fibre-reinforced polymer (GFRP) bars have the widest practical applications in concrete structures all over the world. The lower modulus of elasticity and bond with concrete compared to steel rebars led to the development of new or modification of existing design models for predicting the shear capacity. The 2nd generation of Eurocode 2 (prEC2) introduces a new design provision for predicting the shear capacity of concrete members reinforced with FRP bars together with a new partial factor for shear γV. The paper deals with the statistical analysis of the accuracy and reliability of this design model. The analysis was carried out using a database of 288 experimental tests on beams and one-way slabs reinforced with GFRP bars. The correction factor bcor of a model and the coefficient of variation of the model error Vδ were evaluated according to Annex D of the EN 1990. Probabilistic properties of the random variables in the resistance function were assumed according to the recommendations of the JCSS Probabilistic Model Code and values introduced in Annex A of the prEC2. The analysis showed acceptable accuracy with Cov of model uncertainty Vθ = 0.190. However, the partial factor γV ranged within the interval of 1.62 to 1.65 which is a higher value than the proposed normative value of 1.50. The lower safety of the model also confirmed the comparison of the results with the performance of the design provisions in Canadian standard CSA S806-12 and in the ACI code of practice ACI 440.1R-15. An adjustment of the prEC2 design provision was proposed with the aim to increase the reliability of the model and maintain the normative value of the partial factor for shear on a proposed value of 1.50.