Mostrando 10 resultados de: 10
Filtros aplicados
Subtipo de publicación
Conference Object(10)
Área temáticas
Ingeniería civil(8)
Ingeniería y operaciones afines(6)
Construcción de edificios(2)
Materiales y fines específicos(2)
Conocimiento(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 resistance of prestressed girders with stirrups in regions without flexural cracks
Conference ObjectAbstract: In the Netherlands, existing bridges are being assessed to investigate whether they are capable to rPalabras claves:Prestressed bridge girders, Shear tension failure, Structural assessments, web-shear failureAutores:Cor van der Veen, Hendriks M.A.N., Roosen M.A., Schaafsma D.G., 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:scopusSuitability of shear tension code requirements for the assessment of existing structures build-up with Prestressed I- and t-shape girders
Conference ObjectAbstract: For existing structures, it is of interest to know if codes are conservative. If this is the case, iPalabras claves:ACI, Eurocode, MC2010, Shear tension capacity, Web shear crackingAutores:Cor van der Veen, Hordijk D.A., Roosen M.A.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: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