Issue 30

S. Seitl et alii, Frattura ed Integrità Strutturale, 30 (2014) 174-181; DOI: 10.3221/IGF-ESIS.30.23 175 description of stress and displacement fields by means of the Williams power series using also higher-order terms for homogenous specimens can be found in Malíková and Veselý [23]. Coefficients of this series are determined via the over- deterministic method from the results of conventional finite element (FE) analysis. The lattice modeling of WST can be found in Frantík et al. [9]. In the WST for the assembly of the load transmission pieces and of the wedge, a rectangular groove is needed on the upper side of the specimens. There are generally three ways (with their advantages and disadvantages) for preparation of the rectangular groove. According to the literature, the most traditional way is to cut this part out of the specimens with a diamond saw; see e.g. [7, 30]. However, this is a very time consuming and demanding procedure. Another method is to form the groove in the specimens by placing a rectangular bar into the standard cube moulds when casting the specimens. In the paper by Korte et al. [17, 18], the bar was attached to the side of the mould in order to obtain a plain top surface of the groove. The authors Kim and Kim used the 10-mm groove to insert the triagonal prism at each outer side. Here, the initial notch was made by inserting a steel plate into the specimens during the casting and the plate was taken out after one day. The use of special moulds to produce notch and grooves in mortar samples has been widely reported [28]. However, this method is generally applicable for concretes with small aggregate size. When working with concretes of larger aggregate size the bars placed into the mould during the casting could have a significant influence on the distribution of the particles in the matrix resulting in non-realistic results of the experiments. The most convenient and easiest way to obtain the rectangular groove is to form it by gluing two marble plates on the upper side of the specimens, see [24]. First, a thin layer of the specimens should be cut off the top in order to obtain a completely plane surface and then the starter notch should be cut. The marble plates are then glued to the specimens with two-component glue. In this paper the parametrical study of the WST within the framework of two-parameter fracture mechanics is applied for the case where the rectangular groove on the upper side of the specimens was formed by gluing two marble pieces thereon and for the case where the rectangular groove was obtained by cutting it out from the specimens. The stress intensity factor calibration curves and the T-stress calibration curves are determined and compared among three variants of the WST configuration: i) homogenous specimen, ii) specimen where the rectangular groove is formed by two marble plates without glue (see Fig. 1a) and iii) specimen with a glue layer between marble plates and concrete (see Fig. 1b). Note that in composite structures and materials, the weakest part is often the interface between different materials. Note also that the fracture mechanics parameters of materials are important data for numerical calculation during the structural design [13,14,26,27] a) b) Figure 1 : Wedge splitting specimen: a) photo and b) sketch: where the rectangular groove is formed by two marble plates glued on the upper side of the specimen. T HEORETICAL BACKGROUND ccording to the two-parameter fracture mechanics approach which uses T-stress as a constraint parameter [1,2,29,32], the stress field around the crack-tip of a two-dimensional crack embedded in an isotropic linear elastic body subjected to normal mode I loading conditions is given by the following expressions by Williams [31]: A