A closed-form shear resistance model for regions of prestressed beams without flexural cracks

Article

Abstract: When the shear resistance of prestressed beams with stirrups is determined with the current Eurocode

Palabras claves:

existing structures, prestressed concrete, regions without flexural cracks, shear resistance, web-shear failure

Autores:

Cor van der Veen, Hendriks M.A.N., Roosen M.A., Schaafsma D.G., Yang Y.

Fuentes:

scopus