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Calibration 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: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:scopus