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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: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: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: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:scopusWide beam shear behavior with diverse types of reinforcement
OtherAbstract:Palabras claves:Autores:Eva Olivia Leontien LantsoghtFuentes:scopusInfluence of width on shear capacity of reinforced concrete members
ArticleAbstract: Code provisions for one-way shear assume a linear relation between the shear capacity of a reinforcePalabras claves:Effective width of slab, punching shear, shear, Slab, Structural load testAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Walraven J.C.Fuentes:scopusModified bond model for shear in slabs under concentrated loads
Conference ObjectAbstract: To pbkp_redict the shear capacity for one-way slabs under concentrated loads, the Bond Model for conPalabras claves:Bridge Engineering, Concentrated loads, design, punching, shear, SlabsAutores:DE BOER A., Eva Olivia Leontien Lantsoght, van der Yeen C.Fuentes:scopusTransverse load bkp_redistribution and effective shear width in reinforced concrete slabs
ArticleAbstract: In slabs subjected to concentrated loads close to the support, shear is verified for two limit statePalabras claves:Effective width, Load bkp_redistribution, punching, reinforced concrete, shear, SlabsAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Walraven J.C.Fuentes:scopusNonlinear finite element analysis of tests of reinforced concrete slabs
Conference ObjectAbstract: In the Netherlands, many existing reinforced concrete slab bridges were built more than 50 years agoPalabras claves:Crack pattern, Non-linear finite element analysis, Phased analysis, Reinforced concrete slabAutores:Eva Olivia Leontien Lantsoght, Garnica G.Z., Yang Y.Fuentes:scopus