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Experimental 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: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