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1.	Original version of the author's contribution as presented on CD, poster (No. 225).: PDF Evaluation of wedge-splitting test results from quasi-brittle prismatic specimens using the double-K fracture model Havlíková, I. ; Keršner, Z. The fracture-mechanical parameter values of concrete, a quasi-brittle composite material, are determined from records of experiments on specimens with stress concentrator [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, FRA. : PDF EFFECT OF SOFTENING FUNCTION TYPE IN THE DOUBLE-K FRACTURE MODEL FOR THE EVALUATION OF FRACTURE TESTS ON CONCRETE SPECIMENS WITH AND WITHOUT POLYPROPYLENE FIBRES Havlíková, I. ; Keršner, Z. Cement-based composites are traditionally a commonly used material in civil engineering structures. The basic representative of this type of material is concrete, a quasi [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, FRA. : PDF EXTENSION OF SEMI-ANALYTICAL FRACTURE MODEL BASED ON THE COHESIVE CRACK APPROACH Pail, T. ; Frantík, P. The paper presents the description of the developed JAVA implementation of the semianalytical fracture model based on cracked hinge approach by Ulfkjær et al (1995) and [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, FRA. : PDF Fracture parameters of natural and artificial sandstone: experiment vs. numerical model Pail, T. ; Keršner, Z. The results of fracture experiments and numerical model with sandstone specimens are presented in this paper. The aim is the comparison of selected mechanical/fracture pa [...] Detailed record - Similar records

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