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Comparison of the size-independent fracture energy of concrete obtained by two test methods

Autores

Cifuentes H. , ALCALDE RICO, MARÍA, Medina F.

Publicación externa

Si

Medio

FraMCoS 2013

Alcance

Conference Paper

Naturaleza

Científica

Cuartil JCR

Cuartil SJR

Ámbito

Internacional

Fecha de publicacion

01/01/2013

Scopus Id

2-s2.0-84879928388

Abstract

Three-point bend tests have been performed using two most popular methods available in the literature for determining the size-independent specific fracture energy of concrete. It is shown that despite the different physical interpretations underlying these two methods, they both give nearly the same value.

Palabras clave

Concrete buildings; Concrete construction; Fracture energy; Testing; Boundary effects; Physical interpretation; Size effects; Test method; Three-point bend test; Transition length; Concretes