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Stress-strain analysis of the LKDS800 frame
Tománek, Jiří ; Vlk, Miloš (referee) ; Vosynek, Petr (advisor)
This diploma thesis deals with frame of the two-point crank press LKDS800, which was designed by company ŽĎAS a.s. Frame is welded construction creating the base of the press which has mass approximately 90 tonnes. Aim of this study was to perform strain-stress analysis of the frame. From obtained results perform optimization of mass this frame leading to reduce material costs and machining. In the process is frame loaded by nominal forces from the shearing process, under its own weight and inertia forces caused by moving components. As a result of the dynamic loading in welded joints there are risks of fatigue fracture. The manufacturer of the press is required to find the most loaded welded joint and it to assess the fatigue life.
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Strain stress analysis of BS splint
Řehák, Kamil ; Fuis, Vladimír (referee) ; Florian, Zdeněk (advisor)
This master‘s thesis deals with strain-stress analysis of hip joint together with the final applied total endoprosthesis with Burch-Schneider cage. The main point of my work was to find the solution of stress–strain analysis state, which has been mentioned before in connection with Burch-Schneider cage. I describe the technique of geometric creation of whole body system, component´s materials or conditions which are neccessary for calculation. In coclusion there are results achieved in variants. In the first option the case of bone tissue was considered, which don’t reach degradation mechanical properties effect straining under Burch-Schneider cage. In some cases when the bone tissue is untimely forced, the necrosis of bone tissue takes place under Burch-Schneider cage. This possibility is described in the second option of type. For every option there was a case which was calculated with applied screw or without it. In all option mechanical features of cancellous bone tissue and their change influence on achieved results were considered. This problem was solved computational simulation in commercial software Ansys Workbench 12.0.
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Description of the slow crack growth in polymer materials
Trávníček, Lukáš ; Nezbedová,, Eva (referee) ; Padovec,, Zdeněk (referee) ; Hutař, Pavel (advisor)
Požadovaná životnost plastových trubek používaných v tlakových systémech je 50 let. Zároveň je však vyvíjen tlak na použití recyklovaných materiálů, které mají podstatně horší mechanické vlastnosti a samotné je pro výrobu tlakových polymerních potrubí nelze použít. Tyto dvě protichůdné podmínky jdou skloubit pomocí trubky vytvořené z více vrstev, kde pro kritické časti, kterými jsou vnější a vnitřní povrch, je použit moderní odolný materiál. Na druhou stranu pro střední vrstvu, jejíž mechanické vlastnosti nejsou tak důležité z pohledu dlouhodobé životnosti, je možno použit materiál recyklovaný. Hlavním cílem této práce je navrhnout geometrii popsaného vícevrstvého potrubí s využitím recyklovaného materiálu při zachování minimální požadované životnosti. Životnost polymerních trubek je poměrně náročné testovat za běžných provozních podmínek z časových důvodů. Je však možné ji odhadnout, neboť nejčastější mechanismus poškození je pomalé šíření trhliny. Metodika odhadu životnosti využívá parametrů lineární elastické lomové mechaniky pro popis šíření těchto trhlin. Důležitou součástí je pak simulace šíření trhliny v trubce metodou konečných prvků se zohledněním různých typů zatížení, kterým je trubka v provozu vystavena. Mezi tyto zatížení patří reziduální napětí a zatížení způsobené tíhou zeminy, dopravou nebo kameny, pokud je trubka zakopána. Pro určení reziduálního napětí byla vyvinuta metodika, která využívá kombinace experimentů a numerického modelování a která byla také použita. Případ zakopané trubky je také simulován pomocí metody konečných prvků. Část práce je věnována měření rychlosti šíření creepové trhliny pomocí CRB testů (cracked round bar) a následnému vyhodnocení experimentálních dat. Rychlost šíření creepové trhliny spolu s kombinací s výsledky numerického modelování bude použita pro stanovení odhadu životnosti vícevrstvé polymerní trubky obsahující recyklovaný materiál.
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Electromagnetic field calculation of Induction machine for different mechanical load
Hetflajš, Martin ; Kurfűrst, Jiří (referee) ; Skalka, Miroslav (advisor)
This bachelor’s thesis deals with an analysis of the induction machine electromagnetic field distribution with real parameters. Whole analysis was done for three point of the mechanical load by finite element method in ANSYS. In the next part is described a basic theoretically research of the electromagnetic field and also preliminary survey of the numeric method for FEM. This thesis also contains an analysis of electromagnetic model of analyzed induction machine with detailed description of each analysis step and in conclusion the results summary was done.
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Reinforced concrete structure
Tesař, David ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The aim of the master‘s thesis is static and structural design of polyfunctional house. The load will be determined according to ČSN EN 1990. The finite element method will be used for the calculation of internal forces. The design will be dimensioned according to ČSN EN 1992. Text part, static calculation and shape and reinforcement drawings will form the output of this work.
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Passive compensation of a thermal deformation for a machine tool
Šabart, Adam ; Marek, Jiří (referee) ; Hermanský, Dominik (advisor)
This master thesis deals with passive compensation of a thermal deformation for a binder of portal machining center. The problem is solved by computational modeling with finite element method using ANSYS Workbench software. Afterwards mathematical optimization (also using ANSYS Workbench software) is used for finding binder parameters in order to reduce thermal deformation and its weight. The output is two new versions of binder which are compared to the original configuration.
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Dynamic analysis of an in-line arranged cylindrical chimney
Harazim, Petr ; Kanický, Viktor (referee) ; Salajka, Vlastislav (advisor)
The diploma thesis deals with the response of a steel smokestack structure to wind loads. A detailed computational model implementing the finite element method was created in accordance with the available drawing documentation. The new smokestack was placed next to an existing one, thus it can be assumed that these two structures will affect each other. The thesis also elaborates on the problems of aerodynamic and aeroelastic stability of the earlier smokestack; in particular, the occurrence of vortex shedding in resonance with eigenfrequency of the structure, with the use of the program ANSYS CFX. The evaluation of the structure includes survey of the strength and deflections of the structure. The calculations are in accordance with valid ČSN EN norms.
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Computational simulation of cross-roll leveling of rods
Benešovský, Marek ; Vrbka, Jan (referee) ; Petruška, Jindřich (advisor)
Final thesis describes two variants of computational models to simulate cross-roll leveling of rods, which are based on the Lagrangian approach to describe the continuum. Implementation of both variants was performed in ANSYS software, and their main difference lies in the choice of the type of elements for the discretization. An integral part of this thesis is the description of the principle, which is an evaluation of the curvature of the rod after completion of the simulation leveling. In the other part of the work are presented the results, which are then compared with realized experiment and simulation algorithm for cross-roll leveling based on the Euler approach. The final part is dedicated to the optimal settings of the leveller.
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Optimization of concrete structures using stochastic optimization methods
Slowik, Ondřej ; Pukl,, Radomír (referee) ; Novák, Drahomír (advisor)
The thesis focuses the reader on the sense of optimization and its importance for civil engineering. It outlines the principles used by some optimization methods and discusses the possibility of combination of any type of methods LHS with other optimization method. The result is a new type of optimization method named Nested LHS described in the text of the third chapter. The fifth chapter applies some of the lessons learned to solve practical optimization problem - reinforced concrete bridge solved by nonlinear finite element analysis using pseudostochastic optimization method LHS mean.
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