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scopus(101)
Determination 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:scopusDistribution of peak shear stress in finite element models of reinforced concrete slabs
ArticleAbstract: Existing reinforced concrete solid slab bridges in the Netherlands are re-assessed for shear based oPalabras claves:experiment, finite element models, punching shear, shear, shear stress, Slab, Structural load testAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien LantsoghtFuentes:scopusStructural system influence on the shear capacity of wide members without shear reinforcement
Conference ObjectAbstract: Most shear strength models used to estimate the shear capacity of wide reinforced concrete members wPalabras claves:Mechanical models, Shear Strength, Shear-transfer mechanisms, Structural system, Wide membersAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien LantsoghtFuentes:scopusTheoretical model of shear capacity of steel fiber reinforced concrete beams
ArticleAbstract: One of the barriers to implementation of steel fiber reinforced concrete (SFRC) into structural applPalabras claves:Aggregate interlock, cracking, Dowel action, Fiber properties, Fiber type, Mechanical properties, shear, Steel fibersAutores:Eva Olivia Leontien LantsoghtFuentes:scopusDatabase of shear experiments on steel fiber reinforced concrete beams without stirrups
ArticleAbstract: Adding steel fibers to concrete improves the capacity in tension-driven failure modes. An example isPalabras claves:Beams, Database, experiments, Flexure, shear, Steel fiber reinforced concreteAutores:Eva Olivia Leontien LantsoghtFuentes:scopusExperimental study of shear capacity of reinforced concrete slabs
Conference ObjectAbstract: When assessing the capacity of existing reinforced concrete slab bridges under the increased trafficPalabras claves:Autores:Cor van der Veen, Eva Olivia Leontien Lantsoght, Walraven J.C.Fuentes:scopusImproved formulation for compressive fatigue strength of concrete
Conference ObjectAbstract: The compressive strength of concrete decreases as an element is subjected to cycles of loading. ThePalabras claves:Autores:Cor van der Veen, DE BOER A., Eva Olivia Leontien LantsoghtFuentes: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