The description of material behavior is one of important information for its application in civil engineering. One area is covering fracture mechanical properties. For evaluation of the fracture toughness values, the knowledge of calibration curve is important. The paper is aimed on the numerical modelling of the test specimens with a chevron notch serving as an initiator of the stress distribution at the crack tip. The three-point bending test configuration with a chevron notch is used for the simulation given by plane model with different layer width of cross section part and output is given by the value of the stress intensity factor K I for tension loading mode.
KeywordsChevron notch, fracture test, stress intensity factor, three-point bending.
INTRODUCTIONThree-point bending (3PB [1]) destructive testing of quasi-brittle materials is established procedure of testing various building structures (and its parts). Fracture tests are upgraded by adding the so-called stress concentratorsinitial notches, usually made in the horizontal direction at the bottom part of the normalized test specimen, which can be taken from the construction in the form of core drill. Originally, for the ductile materials, the initial notch in the form of chevron (V-shape) notch was designed (since 1964 [2,3,4]). It allows crack propagation to be directly in the central plane direction of the test specimen because the crack initiates from the sharp edge of the chevron notch (see Fig. 1 and 2). This type of initial notch can be used both for oval shape and rectangular/cube