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Engineering Structures(5)
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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: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 tension resistance of prestressed girders with a low stirrup ratio
Conference ObjectAbstract: In the Netherlands, existing bridges are being assessed to investigate whether they are still capablPalabras claves:Autores:Cor van der Veen, Hendriks M.A.N., Hordijk D.A., Roosen M.A.Fuentes:scopusSuitability of shear tension code requirements for the assessment of existing structures build-up with Prestressed I- and t-shape girders
Conference ObjectAbstract: For existing structures, it is of interest to know if codes are conservative. If this is the case, iPalabras claves:ACI, Eurocode, MC2010, Shear tension capacity, Web shear crackingAutores:Cor van der Veen, Hordijk D.A., Roosen M.A.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:scopusExample of proof load testing from europe
Book PartAbstract: This chapter describes the proof load testing of viaduct Zijlweg at a position that is critical forPalabras claves:Autores:Cor van der Veen, Eva Olivia Leontien Lantsoght, Hordijk D.A., Koekkoek R.T.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:scopusBeam experiments on acceptance criteria for bridge load tests
ArticleAbstract: Loading protocols and acceptance criteria are available in the literature for load tests on buildingPalabras claves:Acceptance criteria, Beam test, Bending, Load test, Loading protocol, Proof loading, Reinforced concrete slab, shear, Slab bridge.cAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A., Yang Y.Fuentes:scopusProof load testing of the viaduct De Beek
Conference ObjectAbstract: Proof load testing can be a suitable method to show that a bridge can carry the required loads fromPalabras claves:bending moment capacity, Existing bridges, load testing, proof load testing, Reinforced concrete bridges, sensors, Slab bridgesAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A., Koekkoek R.T., Yang Y.Fuentes:scopusOptimizing Finite Element Models for Concrete Bridge Assessment With Proof Load Testing
ArticleAbstract: Proof load testing of existing reinforced concrete bridges is becoming increasingly important as thePalabras claves:assessment, Bridge evaluation, concrete bridges, Field testing, Finite Element Modeling, load testing, Optimization, proof load testingAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A.Fuentes:scopus