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Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical pbkp_redictions
ArticleAbstract: The outstanding mechanical properties of ultra-high-performance fiber-reinforced concrete (UHPFRC) cPalabras claves:Critical Shear Crack Theory (CSCT), Non-linear finite element analyses (NLFEA), Punching shear capacity, Rational use of the UHPFRC, Slab-column connectionsAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien Lantsoght, Genikomsou A.S., Krahl P.A.Fuentes:scopusFlat Slabs in Eccentric Punching Shear: Experimental Database and Code Analysis
ArticleAbstract: Eccentric punching shear can occur in concrete slab–column connections when the connection is subjecPalabras claves:code provisions, Database, eccentric punching shear, experiments, flat slab, linear finite element models, punching, reinforced concrete, shear, unbalanced momentsAutores:Daniel Vargas, Eva Olivia Leontien Lantsoght, Genikomsou A.S.Fuentes:scopus