Mostrando 10 resultados de: 10
Filtros aplicados
Subtipo de publicación
Conference Object(10)
Área temáticas
Ingeniería civil(8)
Ingeniería y operaciones afines(6)
Materiales y fines específicos(2)
Conocimiento(1)
Construcción de edificios(1)
Área de conocimiento
Ingeniería civil(5)
Ingeniería estructural(4)
Ingeniería mecánica(3)
Ciencia de materiales(1)
Origen
scopus(10)
An experimental study on the transition of failure between flexural and shear for RC beams
Conference ObjectAbstract: The paper presents a large experimental research program carried out at Delft University of TechnoloPalabras claves:shear, V min, Without shear reinforcementAutores:Cor van der Veen, DE BOER A., Hordijk D.A., Yang Y.Fuentes:scopusFatigue tests on post-tensioned bridge decks
Conference ObjectAbstract: In the Netherlands a large number of concrete bridges with post-tensioned concrete decks are in servPalabras claves:Concrete deck, Fatigue strength, Post-tensioningAutores:Cor van der Veen, DE BOER A., Koekkoek R.T.Fuentes:scopusInvestigation of v<inf>min</inf> based on experimental research
Conference ObjectAbstract: This paper presents an experimental research program aiming at assessing the current code provisionsPalabras claves:Boundary of failure modes, Shear capacity, V min, Without shear reinforcementAutores:Cor van der Veen, DE BOER A., Hordijk D.A., Yang Y.Fuentes:scopusShear tests on large prestressed concrete t-beams
Conference ObjectAbstract: The experimental results of shear tests on two prefabricated large prestressed concrete T-beams arePalabras claves:Bridge girder, Eurocode, non-linear analysis, prestressed concrete, shear, T-beamAutores:Cor van der Veen, DE BOER A., Ensink S.W.H.Fuentes:scopusStructural safety and compressive membrane action in transversely prestressed concrete bridge decks
Conference ObjectAbstract: This paper describes the research carried out to investigate the safety of transversely prestressedPalabras claves:Autores:Amir S., Cor van der Veen, DE BOER A., Walraven J.C.Fuentes:scopusDetermination 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: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: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:scopus