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A testing method for studying the serviceability behavior of reinforced UHPFRC tensile ties
Conference ObjectAbstract: Structural control under the serviceability limit state is a requirement of design codes to ensure tPalabras claves:Autores:Majid Khorami, Navarro-Gregori J., Navarro-Laguarda M.A., Serna P.Fuentes:googlescopusFinite Element Modelling of UHPFRC Tensile Bars
Book PartAbstract: In the present paper, a numerical modelling study on the uniaxial tensile behaviour of reinforced UHPalabras claves:3D effects, Direct tensile test, Discrete cracking approach, Finite element modelling, Shrinkage, UHPFRCAutores:Majid Khorami, Mezquida-Alcaraz E.J., Navarro-Gregori J., Serna P.Fuentes:googlescopusExperimental methodology on the serviceability behaviour of reinforced ultra-high performance fibre reinforced concrete tensile elements
ArticleAbstract: Design codes include serviceability limit state (SLS) provisions for stress, crack, and deflection cPalabras claves:design criteria, R-UHPFRC, serviceability, SLS requirements, test method, TIEAutores:Majid Khorami, Navarro-Gregori J., Serna P.Fuentes:googlescopusServiceability behaviour of reinforced UHPFRC tensile elements: Assessment of the ratio between maximum and average crack widths
ArticleAbstract: This study aimed to evaluate the maximum crack width formed under tensile stresses for two reinforcePalabras claves:Cracking behaviour, durability, Fragility curve, Serviceability behaviour, Tensile elements, UHPFRCAutores:Majid Khorami, Navarro-Gregori J., Serna P.Fuentes:googlescopusTensile behaviour of reinforced UHPFRC elements under serviceability conditions
ArticleAbstract: Tension stiffening is an essential effect that influences the behaviour of concrete structures underPalabras claves:Reinforcement, serviceability, Tensile elements, Tension stiffening, UHPFRCAutores:Majid Khorami, Navarro-Gregori J., Serna P.Fuentes:googlescopusThe Effect of Fiber Content on the Post-cracking Tensile Stiffness Capacity of R-UHPFRC
Conference ObjectAbstract: Concrete cracking can be controlled by adding fibers to concrete, with the expected desirable behaviPalabras claves:Post-cracking tensile stiffness, serviceability, Tension stiffening, UHPFRCAutores:Majid Khorami, Navarro-Gregori J., Serna P.Fuentes:googlescopus