Transition from one-way to two-way shear by coupling lefea and the csct models

Conference Object

Abstract: Bridge deck slabs without shear reinforcement under concentrated loads close to line supports may de

Palabras claves:

Critical Shear Crack Theory (CSCT), Linear Elastic Finite Element Analyses (LEFEA), one-way shear, Transitional failure mode, Two-way shear

Autores:

de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien Lantsoght, Setiawan A.

Fuentes:

scopus