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scopus(70)
Distribution 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: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:scopusNeural network-based formula for shear capacity pbkp_rediction of one-way slabs under concentrated loads
ArticleAbstract: According to the current codes and guidelines, shear assessment of existing reinforced concrete slabPalabras claves:artificial neural networks, bridges, Design formula, One-way slabs, reinforced concrete, Shear capacityAutores:Abambres M., 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:scopusShear assessment of reinforced concrete slab bridges
Conference ObjectAbstract: The capacity of reinforced concrete solid slab bridges in shear is assessed by comparing the designPalabras claves:assessment, case studies, Effective width, Live loads, shear, Slab bridgesAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Walraven J.C.Fuentes:scopusCapacity of prestressed concrete bridge decks under fatigue loading
Conference ObjectAbstract: In The Netherlands, existing slab-between-girder bridges with prestressed girders and thin transversPalabras claves:assessment, fatigue, Live loads, punching shear, shear, Slab-between-girder bridgesAutores:Cor van der Veen, Eva Olivia Leontien Lantsoght, Koekkoek R.T., Sliedrecht H.Fuentes:scopus