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scopus(21)
An experimental study on the transition of failure between flexural and shear for RC beams
Conference ObjectAbstract: The paper presents a large experimental research program carried out at Delft University of TechnoloPalabras claves:shear, V min, Without shear reinforcementAutores:Cor van der Veen, DE BOER A., Hordijk D.A., Yang Y.Fuentes:scopusA 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:scopusHydrodynamic and debris-damming failure of bridge decks and piers in steady flow
ArticleAbstract: In countries with steep rivers, such as Japan and the United States, bridges fail on an annual basisPalabras claves:Bridge, Computational Fluid Dynamics, Drag, flood, Force, Lift, Load cellAutores:Bricker J.D., Cor van der Veen, Jonkman S.N., Moriguchi S., Naderi N., Oudenbroek K., Uijttewaal W., Yang Y.Fuentes:scopusInvestigation of v<inf>min</inf> based on experimental research
Conference ObjectAbstract: This paper presents an experimental research program aiming at assessing the current code provisionsPalabras claves:Boundary of failure modes, Shear capacity, V min, Without shear reinforcementAutores:Cor van der Veen, DE BOER A., Hordijk D.A., 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:scopusResistance of prestressed bridge girders to diagonal tension cracking
Conference ObjectAbstract: Diagonal tension cracking is the governing failure mode for bridge girders with a thin web that arePalabras claves:Bi-axial behaviour, Diagonal tension cracking, Prestressed girders, Shear tension failure, Size effect, Tensile strength of concreteAutores: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:scopusMonitoring structural responses during load testing of reinforced concrete bridges: a review
ArticleAbstract: Nowadays, with the aging of the bridges and the advancements in technology, load testing has emergedPalabras claves:concrete bridge, diagnostic load tests, load testing, measuring techniques, proof load tests, sensor selectionAutores:Eva Olivia Leontien Lantsoght, Yang Y., Zarate Garnica G.I.Fuentes:scopusMonitoring shear behavior of prestressed concrete bridge girders using acoustic emission and digital image correlation
ArticleAbstract: In the Netherlands, many prestressed concrete bridge girders are found to have insufficient shear–tePalabras claves:Acoustic emission measurements, Crack identification, cracking, Digital image correlation, Prestressed concrete bridge girders, shearAutores:Eva Olivia Leontien Lantsoght, Garnica G.Z., Sliedrecht H., Yang Y., Zhang F.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