https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:15371 d) determined according to ACI Building Code was used for comparison. Considering the bond performance, the sand-coated GFRP bar gave the most promising results with the highest bond strength attained. In particular, the bond strength was found increased with the compressive strength and concrete density of PAC. Besides, the bond development length for PAC reinforced with GFRP bars can be predicted satisfactorily using the ACI equation.]]> Sat 24 Mar 2018 08:25:41 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:15820 Sat 24 Mar 2018 08:22:00 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:15380 Sat 24 Mar 2018 08:18:55 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:15386 Sat 24 Mar 2018 08:18:54 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:15385 S_IC) and critical crack tip opening displacement (CTOD_C) for the two-parameter model, and the fracture energy (G_F) for the fictitious crack model were examined. A three-point bending test on notched beams was carried out on specimens of varying sizes to examine the size effect on the measured properties and flexural behaviour. The experimental findings indicated that the K^S_ICF values of normal aggregate HSC were more size-sensitive than that of lightweight HSC while the CTOD_C of both types of HSC seemed to be size-independent. Compared with the normal aggregate HSC, the lightweight HSC had a considerably lower K^S_IC but had a similar G_F and more ductile flexural behaviour.]]> Sat 24 Mar 2018 08:18:54 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:10659 Sat 24 Mar 2018 08:12:42 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:22372 Sat 24 Mar 2018 07:09:28 AEDT ]]>