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scopus(4)
Transition from one-way to two-way shear by coupling lefea and the csct models
Conference ObjectAbstract: Bridge deck slabs without shear reinforcement under concentrated loads close to line supports may dePalabras claves:Critical Shear Crack Theory (CSCT), Linear Elastic Finite Element Analyses (LEFEA), one-way shear, Transitional failure mode, Two-way shearAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien Lantsoght, Setiawan A.Fuentes:scopusBehavior 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:scopusExtended CSDT model for shear capacity assessments of bridge deck slabs
ArticleAbstract: The shear strength evaluation of reinforced concrete bridge deck slabs by accurate models can indicaPalabras claves:Bridge deck slabs, Critical shear displacement theory, Database, Effective shear width, reinforced concrete, Shear StrengthAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien Lantsoght, Yang Y.Fuentes:scopusOne-way shear strength of wide reinforced concrete members without stirrups
ArticleAbstract: The calibration of most analytical models that assess the shear strength of wide reinforced concretePalabras claves:database of shear tests, one-way shear strength, reinforced concrete members without stirrups, shear slenderness, wide reinforced concrete membersAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien LantsoghtFuentes:scopus