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Analysis of residual stresses in arterial wall
Novák, Kamil ; Fuis, Vladimír (referee) ; Burša, Jiří (advisor)
This thesis deals with computational modeling of the influence of residual stresses in idealized geometry of blood vessels and subsequent application of acquired knowledge to abdominal aortic aneurysm. In the terms of quality of the computational model, we reduced the uncertainties that are included in the computational model without considering the influence of residual stresses. The basic assumption of homogenization significant peaks of the stress between inner and outer vessel wall was met for each level of the computational model Methods that have been used are: deformation method (opening angle method), inverse mechanics of large deformations, fictitious temperature – for linear elastic material and hyperelastic material defined by the constitutive model. Numerical verification was carried out using program ANSYS.
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Analysis of the steel structure of the bridge by FEM to the action of static load
Skorunka, Ondřej ; Hradil, Petr (referee) ; Salajka, Vlastislav (advisor)
The structures of bridges are one of the most demanding engineering structures. They fulfill an important social and economic role in the development of the given territory. From this perspective, it is necessary to pay close attention to the process of design, analysis, realization and service. This thesis deals with the static analysis of spatially curved and asymmetrical suspended foot bridge for pedestrians and cyclists. The first part is devoted to the analysis of structural deformation, while the second part is focused on the analysis of selected parts of the structure in terms of its stress.
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Analysis of state-of-art of modelling of atherosclerosis - review and computation
Polišenská, Anna ; Man, Vojtěch (referee) ; Novák, Kamil (advisor)
This Bachelor’s thesis contains a research of state-of-art of computational modelling of atherosclerosis using FEM. At first a medical terminology about atherosclerosis is described. Then the thesis is focused on nonlinear behaviour of the material such as hyperelasticity. It describes chosen constitutive models used for the stress-strain analysis of blood vessels. Within the thesis there is performed an idealized 2D analysis of stress in atherosclerotic common iliac artery. There are drawn and evaluated dependencies of necrotic core and fibrous cap thickness on maximal equivalent stress.
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Analysis of state-of-art of modelling of atherosclerosis - review and computation
Polišenská, Anna ; Man, Vojtěch (referee) ; Novák, Kamil (advisor)
This Bachelor’s thesis contains a research of state-of-art of computational modelling of atherosclerosis using FEM. At first a medical terminology about atherosclerosis is described. Then the thesis is focused on nonlinear behaviour of the material such as hyperelasticity. It describes chosen constitutive models used for the stress-strain analysis of blood vessels. Within the thesis there is performed an idealized 2D analysis of stress in atherosclerotic common iliac artery. There are drawn and evaluated dependencies of necrotic core and fibrous cap thickness on maximal equivalent stress.
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Analysis of residual stresses in arterial wall
Novák, Kamil ; Fuis, Vladimír (referee) ; Burša, Jiří (advisor)
This thesis deals with computational modeling of the influence of residual stresses in idealized geometry of blood vessels and subsequent application of acquired knowledge to abdominal aortic aneurysm. In the terms of quality of the computational model, we reduced the uncertainties that are included in the computational model without considering the influence of residual stresses. The basic assumption of homogenization significant peaks of the stress between inner and outer vessel wall was met for each level of the computational model Methods that have been used are: deformation method (opening angle method), inverse mechanics of large deformations, fictitious temperature – for linear elastic material and hyperelastic material defined by the constitutive model. Numerical verification was carried out using program ANSYS.
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Analysis of the steel structure of the bridge by FEM to the action of static load
Skorunka, Ondřej ; Hradil, Petr (referee) ; Salajka, Vlastislav (advisor)
The structures of bridges are one of the most demanding engineering structures. They fulfill an important social and economic role in the development of the given territory. From this perspective, it is necessary to pay close attention to the process of design, analysis, realization and service. This thesis deals with the static analysis of spatially curved and asymmetrical suspended foot bridge for pedestrians and cyclists. The first part is devoted to the analysis of structural deformation, while the second part is focused on the analysis of selected parts of the structure in terms of its stress.
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