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 analyze
The bending and pulling fatigue test is critical for inspecting cement concrete. The existing fatigu...
Concrete is undoubtedly the most important and widely used construction material of the late twentie...
The formulation of a probability-stress-life (P-S-N) curve is a necessary step beyond the basic S-N ...
This thesis deals with the analysis of S–N curves of models according to Basquin, Kohout and Věchet ...
Fatigue behaviour of concrete materials is often investigated on un-notched specimens under the comp...
The paper presents selected values of basic fatigue parameters measured on three-point bending spec...
The paper presents values of basic fatigue parameters measured on three-point bending specimens of c...
This paper discusses applying a two-parameter “residual strength” phenomenological model to plain co...
The topic of this PhD. thesis is the issue of determining fatigue characteristics of selected cement...
In this study, to decrease the evaluation uncertainty of the fatigue characteristics of cement-treat...
Concrete is a widely used construction material; however, the understanding of fatigue failure in ce...
Abstract- We aim to develop a new fatigue model valid for quasi-brittle materials like concrete, whi...
This document compares the results of flexural fatigue tests performed on experimental concrete beam...
The compressive strength of concrete decreases as an element is subjected to cycles of loading. In a...
The prediction and evaluation of concrete service life are essential to the maintenance and durablit...
The bending and pulling fatigue test is critical for inspecting cement concrete. The existing fatigu...
Concrete is undoubtedly the most important and widely used construction material of the late twentie...
The formulation of a probability-stress-life (P-S-N) curve is a necessary step beyond the basic S-N ...
This thesis deals with the analysis of S–N curves of models according to Basquin, Kohout and Věchet ...
Fatigue behaviour of concrete materials is often investigated on un-notched specimens under the comp...
The paper presents selected values of basic fatigue parameters measured on three-point bending spec...
The paper presents values of basic fatigue parameters measured on three-point bending specimens of c...
This paper discusses applying a two-parameter “residual strength” phenomenological model to plain co...
The topic of this PhD. thesis is the issue of determining fatigue characteristics of selected cement...
In this study, to decrease the evaluation uncertainty of the fatigue characteristics of cement-treat...
Concrete is a widely used construction material; however, the understanding of fatigue failure in ce...
Abstract- We aim to develop a new fatigue model valid for quasi-brittle materials like concrete, whi...
This document compares the results of flexural fatigue tests performed on experimental concrete beam...
The compressive strength of concrete decreases as an element is subjected to cycles of loading. In a...
The prediction and evaluation of concrete service life are essential to the maintenance and durablit...
The bending and pulling fatigue test is critical for inspecting cement concrete. The existing fatigu...
Concrete is undoubtedly the most important and widely used construction material of the late twentie...
The formulation of a probability-stress-life (P-S-N) curve is a necessary step beyond the basic S-N ...