Shear resistance of prestressed girders with stirrups in regions without flexural cracks

Conference Object

Abstract: In the Netherlands, existing bridges are being assessed to investigate whether they are capable to r

Palabras claves:

Prestressed bridge girders, Shear tension failure, Structural assessments, web-shear failure

Autores:

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

Fuentes:

scopus