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Results 21-30 of 75 (Search time: 0.002 seconds).
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PreviewIssue DateTitleAuthor(s)
2019Rational design approach for the instantaneous and time-dependent serviceability deflections and crack widths of FRC and UHPFRC continuous and simply supported beamsSturm, A.B.; Visintin, P.; Oehlers, D.J.
2018A unified approach for mix design of concrete containing supplementary cementitious materials based on reactivity moduliXie, T.; Visintin, P.
2018A partial-interaction approach for extracting FRP-to-concrete bond characteristics from environmentally loaded flexural testsAydin, H.; Gravina, R.; Visintin, P.
2018Modelling FRP-to-substrate joints using the bilinear bond-slip rule with allowance for friction - Full-range analytical solutions for long and short bonded lengthsVaculik, J.; Sturm, A.; Visintin, P.; Griffith, M.
2018Global database of FRP-to-masonry bond strength testsVaculik, J.; Visintin, P.; Burton, N.G.
2018Long- and short-term serviceability behavior of reinforced concrete beams: mechanics models for deflections and crack widthsVisintin, P.; Sturm, A.; Oehlers, D.
2014Simulating reinforced concrete members. Part 2: Displacement-based analysesOehlers, D.; Visintin, P.; Chen, J.; Ibell, T.
2015Displacement-based simulation of time-dependent behaviour of RC beams with prestressed FRP or steel tendonsKnight, D.; Visintin, P.; Oehlers, D.
2016Flexural strength and ductility of FRP-plated RC beams: fundamental mechanics incorporating local and global IC debondingOehlers, D.; Visintin, P.; Lucas, W.
2016Mechanics model for simulating RC hinges under reversed cyclic loadingShukri, A.; Visintin, P.; Oehlers, D.; Jumaat, M.