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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: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 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: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:scopusStop criteria for proof load tests verified with field and laboratory testing of the Ruytenschildt Bridge
Conference ObjectAbstract: As the existing bridge stock is aging, improved assessment methods such as proof load testing becomePalabras claves:concrete bridges, Field testing, Flexure, laboratory experiments, measurements, proof load testing, reinforced concrete, sensors, shear, SlabsAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A., Yang Y.Fuentes:scopusNumerical Analysis of Prestressed Concrete Bridge Girders Failing in Shear
ArticleAbstract: The safety of existing slab-between-girder bridges is subject to discussion in the Netherlands. CurrPalabras claves:bridge assessment, concrete bridges, finite element analysis, flexural shear, prestressed concrete, shear, shear-compression, shear-tensionAutores:Eva Olivia Leontien Lantsoght, Mustafa S., Sliedrecht H., Yang Y.Fuentes:scopusMulti-level decision-making strategy for preparation of proof load and failure tests
ArticleAbstract: Load testing and in some cases failure (or collapse) testing of bridges is a method to learn more abPalabras claves:assessment, Bending moment, Collapse testing, concrete bridges, Existing bridges, Failure testing, Finite Element Modeling, load testing, shearAutores:Cor van der Veen, Eva Olivia Leontien Lantsoght, Yang Y.Fuentes:scopusShear capacity of steel fibre reinforced concrete beams
Conference ObjectAbstract: The Critical Shear Displacement Theory (CSDT) was developed to determine the shear capacity of reinfPalabras claves:Beam, Critical shear displacement, Database, shear, Steel fibre reinforced concreteAutores:Belkis Filian Abad, Eva Olivia Leontien Lantsoght, Yang Y.Fuentes:scopus