Národní úložiště šedé literatury Nalezeno 4 záznamů.  Hledání trvalo 0.00 vteřin. 
Elastoplastic analysis of stress and deformation and determination of fracture parameters of bodies with stress concentrators under tensile loading
Dubravec, Kristián ; Majer, Zdeněk (oponent) ; Horníková, Jana (vedoucí práce)
The aim of this thesis is the construction of a diagram of fracture strain for high strength steel OCHN3MFA and its application for the estimation of fracture toughness of this material. The first part of the thesis contains the necessary theoretical framework for numerical modelling of tensile tests of various specimens - smooth specimen, specimen with a notch and specimen with a circumferential crack, it describes the influence of triaxiality on the fracture of bodies and the possibilities of construction of the diagram of fracture strain. Subsequently, a numerical model of these specimens is created using the finite element method (FEM). A non-linear, elastoplastic calculation is performed. Fracture is identified by means of comparing the true stress versus the strain obtained from tests with the finite element analysis results. Stress–strain states of specimens at the moment of fracture are obtained from a numerical model. A diagram of fracture strain is constructed, and it is used to estimate the fracture toughness of a cracked body. Finally, a local approach, which uses the diagram of fracture strain, and a classical approach of fracture mechanics, especially the stress intensity factor, are compared.
Analysis of uncertainties in the calculation of residual stresses
Dubravec, Kristián ; Houfek, Lubomír (oponent) ; Návrat, Tomáš (vedoucí práce)
This thesis is about analysis of uncertainties in the calculation of residual stresses, which are homogeneous and measured by the hole-drilling method. Stochastic approach is explained using models of beams. Theory of residual stresses is included. Source code for evaluating residual stresses deterministically and stochastically is created using the Python language. Sensitivity analysis of input parameters is performed.
Elastoplastic analysis of stress and deformation and determination of fracture parameters of bodies with stress concentrators under tensile loading
Dubravec, Kristián ; Majer, Zdeněk (oponent) ; Horníková, Jana (vedoucí práce)
The aim of this thesis is the construction of a diagram of fracture strain for high strength steel OCHN3MFA and its application for the estimation of fracture toughness of this material. The first part of the thesis contains the necessary theoretical framework for numerical modelling of tensile tests of various specimens - smooth specimen, specimen with a notch and specimen with a circumferential crack, it describes the influence of triaxiality on the fracture of bodies and the possibilities of construction of the diagram of fracture strain. Subsequently, a numerical model of these specimens is created using the finite element method (FEM). A non-linear, elastoplastic calculation is performed. Fracture is identified by means of comparing the true stress versus the strain obtained from tests with the finite element analysis results. Stress–strain states of specimens at the moment of fracture are obtained from a numerical model. A diagram of fracture strain is constructed, and it is used to estimate the fracture toughness of a cracked body. Finally, a local approach, which uses the diagram of fracture strain, and a classical approach of fracture mechanics, especially the stress intensity factor, are compared.
Analysis of uncertainties in the calculation of residual stresses
Dubravec, Kristián ; Houfek, Lubomír (oponent) ; Návrat, Tomáš (vedoucí práce)
This thesis is about analysis of uncertainties in the calculation of residual stresses, which are homogeneous and measured by the hole-drilling method. Stochastic approach is explained using models of beams. Theory of residual stresses is included. Source code for evaluating residual stresses deterministically and stochastically is created using the Python language. Sensitivity analysis of input parameters is performed.

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