1. Adelaide Research & Scholarship

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Results 1-10 of 13 (Search time: 0.002 seconds).
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PreviewIssue DateTitleAuthor(s)
2000The choice of plating techniques for retrofitting of reinforced concrete bridge beams and slabsOehlers, D.; Sobol, G.; Whitford, D.; Chaplin, G.; Austroads Bridge Conference (4th : 2000 : Adelaide, Australia)
2000Ductility design of RC beams with FRP barsSanhdars, M.; Oehlers, D.; Bandyopadhyay, S.; Gowripalan, N.; Drayton, N.; Heslehurst, R.; ACUN International Composites Conference (2nd : 2000 : Sydney, N.S.W.)
2000Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams in bridges and buildingsOehlers, D.; Bandyopadhyay, S.; Gowripalan, N.; Drayton, N.; Heslehurst, R.; ACUN International Composites Conference (2nd : 2000 : Sydney, N.S.W.)
2000Comparison between FRP and steel plating of reinforced concrete beamsMohamed Sadakkathulla, M.; Oehlers, D.; Park, S.M.; Bandyopadhyay, S.; Gowripalan, N.; Drayton, N.; Heslehurst, R.; ACUN International Composites Conference (2nd : 2000 : Sydney, N.S.W.)
2000Fatigue behaviour of composite steel and concrete beams with stud shear connectionsOehlers, D.; Seracino, R.; Yeo, M.
2000Unilateral buckling of elastically restrained rectangular mild steel platesSmith, S.; Bradford, M.; Oehlers, D.
2000Effect of friction on shear connection in composite bridge beamsOehlers, D.; Seracino, R.; Yeo, M.
2000Retrofitting by adhesive bonding steel plates to the sides of R.C. beams. Part 1: Debonding of plates due to flexureOehlers, D.; Nguyen, N.; Bradford, M.
2000Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 1: Behaviour and experimentsAhmed, M.; Oehlers, D.; Bradford, M.
2000Retrofitting by adhesive bonding steel plates to the sides of R.C. beams. Part 2: Debonding of plates due to shear and design rulesOehlers, D.; Nguyen, N.; Bradford, M.

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