FraMCoS 6 2007 Catania, Italy

A general static approach to size effect in cementitious materials

Size effect is the functional dependence of the ultimate stress of a given structure (“nominal strength”) on structure size. Since size effect has to do with the limited toughness of quasi-brittle materials, concrete structures exhibit a strong size effect, that…

First page of: A general static approach to size effect in cementitious materials
Year 2007
File Size 222 KB
Download PDF (222 KB)

Abstract

Size effect is the functional dependence of the ultimate stress of a given structure (“nominal strength”) on structure size. Since size effect has to do with the limited toughness of quasi-brittle materials, concrete structures exhibit a strong size effect, that is enhanced by notches (“notch sensitivity”). Size effect appears whenever the structural behaviour shifts from ductile to brittle. Within this context, a size-effect law based on Neuber’s theory for stress concentrations around a notch is developed in this paper in the case of cementitious materials. The nominal strength σ is formulated as a function of the mechanical and structural N parameters, assuming that a dominant cohesive crack forms at failure and that this crack is similar to a pointed notch with a small plastic area at the tip. The proposed size-effect law is shown to fit satisfactorily many test results and to agree with the size-effect laws found in the literature.