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1.	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
2.	Original version of the author's contribution as presented on book, page 595. : PDF CORRECTION OF FATIGUE PARAMETER VALUES OF CONCRETE USING APPROXIMATION OF MECHANICALFRACTURE PARAMETER VALUES IN TIME Šimonová, H. ; Seitl, S. Selected approximation curves of mechanical-fracture parameter values − modulus of elasticity, effective fracture toughness, specific fracture energy, compressive cube [...] Detailed record - Similar records
3.	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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