Título |
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 |
Ámbito |
Internacional |
Web |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84879928388&partnerID=40&md5=26c43f0726fbe20ab00aec4cfb49f74d |
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 |
Miembros de la Universidad Loyola |
|