Influence of fiber orientation and specimen end condition on axial compressive behavior of FRP-confined concrete

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A constitutive model for predicting the lateral strain of confined concrete (2015, methodology): “[55], Vincent and Ozbakkaloglu [56] and Lim and Ozbakkaloglu [57] are used, as tabulated in Table 1.”
Hoop strains in FRP-confined concrete columns: experimental observations (2015, background): “However, the attention of the majority of the previous studies focused on the influences relating to specimen fabrication and testing, and the material dependent influences, such as the strength of concrete and the type of FRP material, have been brought to attention by only a few recent studies [9,”
Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “, [19–27]), which have been complemented by a comprehensive experimental program that has been underway at the University of Adelaide on the behavior of FRP–HSC composite columns [28–38].”
Use of macro plastic fibres in concrete: A review (2015, background): “36 Synthetic fibres can be made of polyolefin [16], acrylic [17], aramid [18], and carbon [19].”