THE FRACTURE-TOUGHNESS OF CONCRETE

Analytical modeling and experimental testing are used to evaluate the fracture toughness of plain concrete. The analytical modeling of the f racture toughness considers both the opening of the crack due to the a pplied external loads and the closing of the crack due to the interloc k pressure of the aggregate. Superposition in the linear elastic theor y is used to find the mode I stress intensity factor for the opening o f the crack. A new line integral is developed in this paper to avoid t he non-linearity at the crack processing zone due to the closing press ure. The new line of integration is evaluated in conjunction with the plane stress finite element technique. Data from experimental testing of notched beam specimens are used as an input for the analytical mode ling. The developed fracturing criterion is shown to be independent of the length of the crack, it is only a function of the aggregate size and gradation. For given aggregate sizes in the concrete mix, the deve loped criterion is shown to be a material property.