National Repository of Grey Literature 3 records found  Search took 0.01 seconds. 
Advance evaluation of fatigue resistance of selected construction materials
Benešová, Anna ; Květoň, Josef (referee) ; Seitl, Stanislav (advisor)
This thesis deals with the analysis of S–N curves of models according to Basquin, Kohout and Věchet and Castilla–Canteli using Weibull and Gumbel solution. These curves are interpolated by measured data of cyclically loaded civil engineering materials like concrete and steel. For each material, the accuracies of individual models are determined and in the conclusion, the suitability or unsuitability of individual models for selected materials is compared and evaluated.
Advanced statistical evaluation of fatigue data obtained during the measurement of concrete mixtures with various water-cement ratio
Seitl, Stanislav ; Benešová, A. ; Blasón, S. ; Miarka, Petr ; Klusák, Jan ; Bílek, V.
The Basquin’s law is usually applied for the evaluation of fatigue properties of civil engineering \nmaterials. For materials like concrete, some researchers recommended applying the Weibull model. In this\ncontribution, Basquin’s law, Castillo-Canteli model and Kohout-Věchet model were applied for the advanced \nstatistical description of S−N curves (Wöhler curve). For the application of the models, the experimental data \nmeasured on reference concrete mixtures used for the development of self-healing concrete at the Faculty of \nCivil Engineering, TU Ostrava. Fitting data of applied models were compared and analyzed
Advance evaluation of fatigue resistance of selected construction materials
Benešová, Anna ; Květoň, Josef (referee) ; Seitl, Stanislav (advisor)
This thesis deals with the analysis of S–N curves of models according to Basquin, Kohout and Věchet and Castilla–Canteli using Weibull and Gumbel solution. These curves are interpolated by measured data of cyclically loaded civil engineering materials like concrete and steel. For each material, the accuracies of individual models are determined and in the conclusion, the suitability or unsuitability of individual models for selected materials is compared and evaluated.

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