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Bearing Capacity of Transversely Prestressed Concrete Deck Slabs
ArticleAbstract: The Netherlands has a large number of thin, transversely prestressed concrete bridge decks, cast in-Palabras claves:bridge decks, Compressive membrane action, Nonlinear analysis, punching shear, Transverse prestressingAutores:Amir S., Cor van der Veen, DE BOER A., Walraven J.C.Fuentes:scopusNon-linear dynamic analysis of a safety wall
Conference ObjectAbstract: Nowadays gases are in general preferably stored in liquid form at atmospheric pressure. Therefore gaPalabras claves:Autores:Blaauwendraad J., Cor van der VeenFuentes:scopusNonlinear finite element analysis of transversely prestressed concrete deck slabs
Conference ObjectAbstract: This paper describes the modeling and analysis procedure of a 3D, solid, nonlinear finite element (FPalabras claves:Bearing capacity, Bridge, Composed elements, Compressive membrane action, DIANA, Numerical modeling, punching shearAutores:Amir S., Boer A.D., Cor van der VeenFuentes:scopusNonlinear structural analysis as an assessment tool for existing concrete structures
Conference ObjectAbstract: This paper gives an overview what the impact of nonlinear analysis can have on the remaining capacitPalabras claves:assessment, concrete, GUIDELINE, Nonlinear analysis, Re-examinationAutores:Belletti B., Cor van der Veen, DE BOER A., Hendriks M.A.N.Fuentes:scopusNumerical investigation of the punching shear capacity of transversely prestressed concrete deck slabs
ArticleAbstract: Most of the Dutch bridges were built around middle of the last century and it is vital for designersPalabras claves:concrete, deck slab, finite element analysis, Nonlinear, Numerical modeling, Prestressing, punching shear, STEELAutores:Amir S., Cor van der Veen, DE BOER A., Walraven J.C.Fuentes:scopusImproving the quality of structural concrete design
Conference ObjectAbstract: Common practise in concrete design engineering is the sectional design approach. The model should bePalabras claves:3D solid model, Concrete design, Design and reexamination, Finite elements analysis, infrastructure, Stiffness adaptationAutores:Cor van der Veen, DE BOER A., Frissen C., Schreppers G.J.Fuentes:scopusModelling the post-cracking behaviour of steel fibre reinforced concrete for structural design purposes
ArticleAbstract: With the increasing number of applications in practice, the demand for standardised test methods andPalabras claves:Design relation, reliability, Scatter, SFRC, Softening behaviourAutores:Cor van der Veen, Kooiman A.G., Walraven J.C.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: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:scopusShear tests on large prestressed concrete t-beams
Conference ObjectAbstract: The experimental results of shear tests on two prefabricated large prestressed concrete T-beams arePalabras claves:Bridge girder, Eurocode, non-linear analysis, prestressed concrete, shear, T-beamAutores:Cor van der Veen, DE BOER A., Ensink S.W.H.Fuentes:scopus