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FIB 2018 - Proceedings for the 2018 fib Congress: Better, Smarter, Stronger(1)
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A closed-form shear resistance model for regions of prestressed beams without flexural cracks
ArticleAbstract: When the shear resistance of prestressed beams with stirrups is determined with the current EurocodePalabras claves:existing structures, prestressed concrete, regions without flexural cracks, shear resistance, web-shear failureAutores:Cor van der Veen, Hendriks M.A.N., Roosen M.A., Schaafsma D.G., Yang Y.Fuentes:scopusShear resistance of prestressed girders with stirrups in regions without flexural cracks
Conference ObjectAbstract: In the Netherlands, existing bridges are being assessed to investigate whether they are capable to rPalabras claves:Prestressed bridge girders, Shear tension failure, Structural assessments, web-shear failureAutores:Cor van der Veen, Hendriks M.A.N., Roosen M.A., Schaafsma D.G., Yang Y.Fuentes:scopusDetermination of loading protocol and stop criteria for proof loading with beam tests
Conference ObjectAbstract: Proof loading of existing bridges is an interesting option when insufficient information about a briPalabras claves:Beam test, Flexure, load testing, shear, Stop criteriaAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A., Yang Y.Fuentes:scopusCalibration of the shear stop criteria based on crack kinematics of reinforced concrete beams without shear reinforcement
Conference ObjectAbstract: In this paper, a study on the calibration of the shear stop criteria based on the crack kinematics fPalabras claves:concrete bridges, Crack kinematics, DIC, flexural shear, Shear stop criteria, Without shear reinforcementAutores:Eva Olivia Leontien Lantsoght, Hordijk D.A., Yang Y., Zarate Garnica G.I.Fuentes:scopus