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2016 Conference Publication Durability of FRP strengthened reinforced concrete flexural members for bridge structuresGravina, R. J., Aydin, H., Hadigheh, S. A. and Visintin, P. (2016). Durability of FRP strengthened reinforced concrete flexural members for bridge structures. 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016, Paraná, Brazil, 26-30 June 2016. Boca Raton, FL United States: CRC Press. |
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2015 Journal Article Bond characterization of adhesively bonded joints made with the resin infusion (RI) processHadigheh, S. A., Gravina, R. J., Setunge, S. and Kim, S. J. (2015). Bond characterization of adhesively bonded joints made with the resin infusion (RI) process. International Journal of Adhesion and Adhesives, 57, 13-21. doi: 10.1016/j.ijadhadh.2014.10.001 |
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2015 Journal Article Prediction of the bond-slip law in externally laminated concrete substrates by an analytical based nonlinear approachHadigheh, S. A., Gravina, R. J. and Setunge, S. (2015). Prediction of the bond-slip law in externally laminated concrete substrates by an analytical based nonlinear approach. Materials and Design, 66 (PA), 217-226. doi: 10.1016/j.matdes.2014.10.061 |
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2015 Conference Publication Bond strength of FRP-to-concrete joints under moist conditionsAydin, Hasret, Gravina, Rebecca J. and Visintin, Phillip (2015). Bond strength of FRP-to-concrete joints under moist conditions. International Institute for FRP in Construction (IIFC). |
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2015 Journal Article Identification of the interfacial fracture mechanism in the FRP laminated substrates using a modified single lap shear test set-upHadigheh, S. A., Gravina, R. J. and Setunge, S. (2015). Identification of the interfacial fracture mechanism in the FRP laminated substrates using a modified single lap shear test set-up. Engineering Fracture Mechanics, 134, 317-329. doi: 10.1016/j.engfracmech.2014.12.001 |
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2014 Journal Article Improved stress intensity factors for selected configurations in cracked platesEvans, R., Clarke, A., Gravina, R., Heller, M. and Stewart, R. (2014). Improved stress intensity factors for selected configurations in cracked plates. Engineering Fracture Mechanics, 127, 296-312. doi: 10.1016/j.engfracmech.2014.06.003 |
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2014 Journal Article Interfacial bond strength of resin-impregnated fibre-reinforced polymer laminates bonded to concrete using vacuum and heat: Experimental studyGravina, Rebecca, Hadigheh, Seyed and Setunge, Sujeeva (2014). Interfacial bond strength of resin-impregnated fibre-reinforced polymer laminates bonded to concrete using vacuum and heat: Experimental study. Australian Journal of Structural Engineering, 15 (2), 189-202. doi: 10.7158/S13-014.2014.15.2 |
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2013 Journal Article PrefaceGravina, Rebecca (2013). Preface. Australian Journal of Civil Engineering, 11 (1). |
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2013 Conference Publication Application of heat/resin injection in the presence of vacuum for FRP attachments on the concrete substrateGravina, R. J., Hadigheh, S. A., Setunge, S. and Kim, S. J. (2013). Application of heat/resin injection in the presence of vacuum for FRP attachments on the concrete substrate. doi: 10.4028/www.scientific.net/AMM.438-439.459 |
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2013 Conference Publication Experimental study on the bondline behavior between concrete and FRP materialsHadigheh, S. A., Gravina, R. J., Setunge, S. and Kim, S. J. (2013). Experimental study on the bondline behavior between concrete and FRP materials. |
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2013 Journal Article Deterioration prediction of timber bridge elements using the Markov chainRanjith, Shrigandhi, Setunge, Sujeeva, Gravina, Rebecca and Venkatesan, Srikanth (2013). Deterioration prediction of timber bridge elements using the Markov chain. Journal of Performance of Constructed Facilities, 27 (3), 319-325. doi: 10.1061/(ASCE)CF.1943-5509.0000311 |
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2013 Conference Publication Effects of bondline thickness in externally bonded joints processed with Vacuum Assisted Resin InfusionHadigheh, S. A., Gravina, R. J., Setunge, S. and Kim, S. J. (2013). Effects of bondline thickness in externally bonded joints processed with Vacuum Assisted Resin Infusion. International Institute for FRP in Construction (IIFC). |
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2012 Journal Article PrefaceGravina, Rebecca (2012). Preface. Australian Journal of Civil Engineering, 10 (2). |
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2012 Journal Article PrefaceGravina, Rebecca (2012). Preface. Australian Journal of Civil Engineering, 10 (1). |
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2012 Conference Publication Bond and force transfer of FRP materials bonded to concrete using sitecure systemGravina, Rebecca J., Ali Hadigheh, S. and Setunge, Sujeeva (2012). Bond and force transfer of FRP materials bonded to concrete using sitecure system. International Institute for FRP in Construction (IIFC). |
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2012 Conference Publication Interfacial stress distribution of FRP-to-concrete joints using advanced composite processing techniquesHadigheh, Seyed Ali, Gravina, Rebecca and Setunge, Sujeeva (2012). Interfacial stress distribution of FRP-to-concrete joints using advanced composite processing techniques. International Institute for FRP in Construction (IIFC). |
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2011 Journal Article Impact of crack width on bond: Confined and unconfined rebarLaw, David W., Tang, Denglei, Molyneaux, Thomas K.C. and Gravina, Rebecca (2011). Impact of crack width on bond: Confined and unconfined rebar. Materials and Structures/Materiaux et Constructions, 44 (7), 1287-1296. doi: 10.1617/s11527-010-9700-y |
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2011 Journal Article Influence of surface crack width on bond strength of reinforced ConcreteTang, Denglei, Molyneaux, Thomas K. C., Law, David W. and Gravina, Rebecca (2011). Influence of surface crack width on bond strength of reinforced Concrete. ACI Materials Journal, 108 (1), 29-37. |
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2009 Journal Article Support settlement and slabs reinforced with low-ductility steelGoldsworthy, Helen, Siddique, Usman and Gravina, Rebecca (2009). Support settlement and slabs reinforced with low-ductility steel. ACI Structural Journal, 106 (6), 840-847. |
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2008 Conference Publication Long-term monitoring of slab deflections of a multi-level office buildingGravina, R. J., Jayasinghe, M. T.P. and Setunge, S. T. (2008). Long-term monitoring of slab deflections of a multi-level office building. |
