Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions

Article

Abstract: The outstanding mechanical properties of ultra-high-performance fiber-reinforced concrete (UHPFRC) c

Palabras claves:

Critical Shear Crack Theory (CSCT), Non-linear finite element analyses (NLFEA), Punching shear capacity, Rational use of the UHPFRC, Slab-column connections

Autores:

de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien Lantsoght, Genikomsou A.S., Krahl P.A.

Fuentes:

scopus