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Results 1-10 of 18 (Search time: 0.002 seconds).
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PreviewIssue DateTitleAuthor(s)
2005Generic debonding mechanisms in FRP plated beams and slabsOehlers, D.; Chen, J.; Teng, J.; International Symposium on Bond Behaviour of FRP in Structures (2005 : Hong Kong, China)
2009Design of FRP reinforced concrete beams against shear failureLucas, W.; Oehlers, D.; Mohamed Sadakkathulla, M.; Griffith, M.; International Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)
2009Ductility design of FRP reinforced concrete beamsHaskett, M.; Oehlers, D.; Mohamed Sadakkathulla, M.; International Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)
2005Vertical shear capacity partial interaction modelling of transversely plated RC members with steel stirrupsOehlers, D.; Mohamed Sadakkathulla, M.; Seracino, R.; Chen, J.; Teng, J.; International Symposium on Bond Behaviour of FRP in Structures (2005 : Hong Kong, China)
2013Flexural ductility fundamental mechanisms governing all RC members in particular FRP RCOehlers, D.; Visintin, P.; Haskett, M.; Sebastian, W.
2009Ductility components and limits of FRP-plated RC structuresOehlers, D.; Griffith, M.; Mohamed Sadakkathulla, M.
2009Blast testing of ultra-high performance fibre and FRP-retrofitted concrete slabsWu, C.; Oehlers, D.; Rebentrost, M.; Leach, J.; Whittaker, A.
2001Comparison between FRP and steel plating of reinforced concrete beamsMohamed Sadakkathulla, M.; Oehlers, D.; Park, S.
2006Vertical shear interaction model between external FRP transverse plates and internal steel stirrupsMohamed Sadakkathulla, M.; Oehlers, D.; Seracino, R.
2001Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridges and buildingsOehlers, D.