Abstract
In this paper, an attempt is made to determine the double-K fracture parameters K Ic ini and K Ic un using three-point bending notched beams. First, based on the knowledge from extensive investigations which showed that the nonlinearity of P-CMOD curve is mainly associated with crack propagation, a linear asymptotic superposition assumption is proposed. Then, the critical effective crack length a is analytically evaluated by inserting the secant compliance c into the formula of LEFM. Furthermore, an analytical result of a fictitious crack with cohesive force in an infinite strip model was obtained. The double-K fracture parameters K Ic ini and K Ic un as well the critical crack tip opening displacement CTODc were analytically determined. The experimental evidence showed that the double-K fracture parameters K Ic ini and K Ic un are size-independent and can be considered as the fracture parameters to describe cracking initiation and unstable fracture in concrete structures. The testing method required to determine K Ic ini and K Ic un is quite simple, without unloading and reloading procedures. So, for performing this test, a closed-loop testing system is not necessary.
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