Finite element modelling and dilation of FRP-confined concrete columns

Concrete dilation is one of the main parameters that controls the stress-strain behaviour of confined concrete. Several analytical studies have been carried out to predict the stress-strain behaviour of concrete encased in fibre-reinforced polymer (FRP), which is crucial for structural design. However, none of these studies have provided a simple formula to determine the dilation parameter that is always required in the finite element (FE) material modelling of concrete. This paper presents a simple empirical model predicting the confined concrete dilation parameter within the theoretical framework of a Karagozian and Case type concrete plasticity model. A set of 105 FRP-confined specimens with different unconfined concrete strengths (f(c)(')) and confinement moduli (E-1) was analysed using the LS-DYNA program. The model predictions of the confined ultimate strength (f(c,c)(')), confined ultimate axial strain (epsilon(cc)) and confined ultimate hoop strain (epsilon(h)) were compared with the corresponding experimental database results for each specimen. In addition, the model axial and hoop stress-strain curves of each specimen were developed and compared with the corresponding experimental ones. The proposed model was able to predict stress-strain curves of the test specimens quite well.The proposed model was able to predict f(c,c)(') with mean errors (M) and standard deviations (SD) of 2.6% and 10.7%, respectively. Similarly, the model predicted epsilon(cc) with M and SD values of 0.3% and 29.0%, respectively. Finally, the model was less successful in predicting epsilon(h) with M and SD values of 13.7% and 26.3%, respectively. (C) 2014 Elsevier Ltd. All rights reserved.