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FIB 2018 - Proceedings for the 2018 fib Congress: Better, Smarter, Stronger(1)
Frontiers in Built Environment(1)
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Ingeniería civil(4)
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scopus(4)
A closed-form shear resistance model for regions of prestressed beams without flexural cracks
ArticleAbstract: When the shear resistance of prestressed beams with stirrups is determined with the current EurocodePalabras claves:existing structures, prestressed concrete, regions without flexural cracks, shear resistance, web-shear failureAutores:Cor van der Veen, Hendriks M.A.N., Roosen M.A., Schaafsma D.G., Yang Y.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:scopusStop criteria for flexure for proof load testing of reinforced concrete structures
ArticleAbstract: Existing bridges with large uncertainties can be assessed with a proof load test. In a proof load tePalabras claves:assessment, bending moment capacity, Crack width, Field test, proof load test, reinforced concrete, reinforced concrete bridge, StrainAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A., 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