Size-Effect Testing of Cohesive Fracture Parameters and Nonuniqueness of Work-of-Fracture Method

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Size-Effect Testing of Cohesive Fracture Parameters and Nonuniqueness of Work-of-Fracture Method

The cohesive crack model has been widely accepted as the best compromise for the analysis of fracture of concrete and other quasibrittle materials. The softening stress-separation law of this model is now believed to be best described as a bilinear curve characterized by four parameters: the initial and total fracture energies Gf and GF , the tensile strength f 0t , and the knee-point ordinate ...

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Cohesive crack, size effect, crack band and work-of-fracture models compared to comprehensive concrete fracture tests

The simplest form of a sufficiently realistic description of the fracture of concrete as well as some other quasibrittle materials is a bilinear softening stress-separation law (or an analogous bilinear law for a crack band). This law is characterized by four independent material parameters: the tensile strength, f ′ t , the stress σk at the change of slope, and two independent fracture energie...

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The Effect of Cohesive-Law Parameters on Mixed-Mode Fracture

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ژورنال

عنوان ژورنال: Journal of Engineering Mechanics

سال: 2011

ISSN: 0733-9399,1943-7889

DOI: 10.1061/(asce)em.1943-7889.0000254