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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: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:scopusTransition from one-way to two-way shear by coupling lefea and the csct models
Conference ObjectAbstract: Bridge deck slabs without shear reinforcement under concentrated loads close to line supports may dePalabras claves:Critical Shear Crack Theory (CSCT), Linear Elastic Finite Element Analyses (LEFEA), one-way shear, Transitional failure mode, Two-way shearAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien Lantsoght, Setiawan A.Fuentes:scopusDefining loading criteria for proof loading of existing reinforced concrete bridges
Conference ObjectAbstract: As the bridge stock in The Netherlands and Europe is ageing, various methods to analyse existing briPalabras claves:assessment, concrete, Proof loading, ViaductAutores:DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A., Koekkoek R.T., Yang Y.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:scopusStop criteria for proof load testing of reinforced concrete structures
Conference ObjectAbstract: Existing bridges with large uncertainties can be assessed with proof load tests, hi such tests, a loPalabras claves:Autores:Eva Olivia Leontien Lantsoght, Zarate Garnica G.I.Fuentes:scopusExtended strip model for slabs subjected to a combination of loads
Conference ObjectAbstract: Reinforced concrete slab bridges are assessed for a combination of loads that include self-weight, sPalabras claves:experiments, Extended strip model, punching, shear, SlabsAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien LantsoghtFuentes:scopusShear capacity of the ruytenschildt bridge
Conference ObjectAbstract: In August 2014, the Ruytenschildt Bridge, a reinforced concrete solid slab bridge (reinforced with pPalabras claves:bridges, Field testing, load testing, shear, SlabsAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien LantsoghtFuentes:scopusA critical review on structural behavior of alkali-activated concrete beams
Conference ObjectAbstract: The increasing demand for sustainable development in engineering practice has triggered researchersPalabras claves:Autores:Eva Olivia Leontien Lantsoght, Luković M., Qian Z.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