This diploma thesis deals with design of roof structure of the church in Brno Lesná. It is arched shell, which is symmetrical only by one axis. The roof is clamped by bond beam at supports of roof structure, which sits on a reinforced concrete walls, which transfers load to foundations. This structure is checked for the Ultimate Limit State and Service Limit State. Text part of design contains report, where is described structural system and technological proces. The structural design report contains assessment proces of designed structure.

This diploma thesis deals with a creation and subsequent analysis of the computational model of the turboprop engine's turbine designed by Prvá Brněnská Strojírna Velká Bíteš. The computational model is created and solved in the finite element model system ANSYS. A cyclic symmetry is taken into account during the solution. The static analysis of the turbine was carried out in objective to quatify prestress effects which are caused by a rotation, higher temperature and an excitation from stator blades. These prestress effects were used in the modal analysis of the turbine. Harmonic analysis were calculated to simulate an operation conditions and a resonance state. The results of these analysis indicate that the higher temperature has the biggest impact on the properties of the turbine. It is also shown, that during the operation of the engine the turbine runs in the mode which is not even close to the resonance state.

Diploma thesis is focused on design of road bridge bearing structure over a D1 highway. Structure is continuous slab with 4 fields beared by local supports. It is prestressed in longitudinal direction. Internal forces are calculated in Scia Engineer software. Reference is made according to valid standarts.

This diploma thesis deals with a static analysis of a highway bridge structure with respecting of construction stages. Computational models of the bridge were created using RFEM 6 software. Gradual prestressing of the structure was applied in the models. Construction stages analysis is also applied to the bridge models in combination with modal and stability analysis. This thesis also deals with time – dependent analysis, therefore influence of rheological properties of material.

The thesis deals with the analysis of a reinforced concrete digestate tank. The tank is built as a semi-underground construction. The roof is designed as a reinforced concrete dome, which is prestressed in a circular beam with prestressing cables - monostrands. The calculation of internal forces were performed by the software SCIA Engineer. The structure was assessed for the ultimate limit state and the ultimate serviceability state, in terms of watertightness for the width of cracks.

No description available.

The vibration of complex mechanical systems that include coupled rotating and stationary bodies motivates this work. A semi-analytical model is developed for high-speed, compliant, rotating bodies. Exploiting the axisymmetry of the rotating body, the developed semi-analytical model only discretizes the two-dimensional radial cross-section; Fourier series are used in the circumferential direction. The corresponding formulation for thin-walled, axisymmetric shells is given. Even though the body is axisymmetric, its deflection as well as external forces, constraints, and supports acting on the body are allowed to be asymmetric. These asymmetric elements can be stationary or rotating. The model includes Coriolis and centripetal effects. The prestress (or geometric) stiffness matrix that arises from external forces and constant centripetal acceleration has additional terms compared to the literature, and these terms can significantly change the natural frequencies. Discrete stiffness-damper elements, elastic foundations, and constraint equations are used to couple the rotating body to other rotating and stationary bodies. The model is developed in a stationary reference frame to avoid time-dependent coefficients in the equations of motion when coupled to stationary components. Surface constraints are developed using equivalent force relations between multiple points on the surface and a reference node. Discrete stiffness-dampers, asymmetric elastic foundation, and asymmetric constraints introduce non-axisymmetry in the system. The speed-dependent natural frequencies and complex-valued vibration modes, presence of multiple Fourier harmonics in each mode, changes to critical speeds, divergence and flutter instability phenomena, and eigenvalue veering are investigated for spinning systems with asymmetric features. The developed semi-analytical model is used for rotationally periodic systems, for example, planetary gears. Rotationally periodic systems consist of multiple vibrating, rotating central components and substructures. The model is developed in a reference frame rotating with the central component that supports the substructures. Structured modal properties of the cyclically symmetric systems and diametrically opposed systems are investigated. The modes of the spinning system are categorized into translational-tilting, rotational-axial, and substructure modes. Time-varying coupling elements act as parametric excitation in the system. Large strain energy in the coupling elements lead to large parametric instability regions. The analytical closed-form expression of the parametric instability bandwidth obtained using a perturbation method compares well with numerical results from Floquet theory. / Doctor of Philosophy / Complex mechanical systems, for example, mechanical transmission, consist of coupled rotating and stationary bodies. The vibrations of rotating bodies are transmitted to the other bodies through coupling elements. To reduce weight of the system, the rotating bodies are made thin-walled resulting in increased flexibility of the body. The existing lumped parameter/rigid body models do not account for the flexibility of these rotating bodies. Conventional three-dimensional finite element models lead to a large number of degrees of freedom in the system, increasing the computational cost. We aim to develop a computationally efficient model to analyze the dynamics and vibration of complex mechanical systems. Most rotating bodies can be approximated as axisymmetric. The axisymmetric property of the rotating body is harnessed to reduce the three-dimensional model of the body to a two-dimensional radial cross-section using Fourier series in the circumferential direction. This reduces the system degrees of freedom. Coriolis, centripetal, and prestress effects are included in the model. Discrete stiffness-dampers, elastic foundations, and constraint equations couple the rotating body to other rotating and stationary bodies. Non-axisymmetric coupling elements and forces introduce asymmetry in the system. The system model for these asymmetric systems are developed in a stationary reference frame to avoid time-dependent coefficient equations of motion. Flexible stationary bodies alter the natural frequencies and vibration modes of the system. Instabilities, critical speeds, effects of asymmetry on the natural frequencies and vibration modes of the system are investigated. The model is extended for rotationally periodic systems, for examples, planetary gears and bearings. This model is developed in the reference frame that rotates with the central component that supports substructures. Structured modal characteristics are observed for the rotationally periodic systems. Changing contact conditions act as a source of parametric excitation in systems. Parametric resonances occur when natural frequencies of vibration with large strain energy in the coupling elements sum to the excitation frequency. Parametric instability regions obtained using an analytical equation compare well with numerical results.

Les Alliages à Mémoire de Forme (AMF) sont des matériaux actifs ayant des propriétés mécaniques spectaculaires comparées aux autres métaux : effets mémoire simple et double sens, pseudo-élasticité et amortissement. Les propriétés des AMF ont pour origine physique une transformation austénite – martensite pilotée par la température et le niveau de contrainte dans le matériau. Les phases austénite (A) et martensite (M) sont présentes respectivement à haute température et à base température. L’effet mémoire, quant à lui, réside dans la capacité du matériau à retrouver la forme austénitique initiale par élévation de température, après avoir été déformé de manière permanente à l’état martensitique à basse température. Le comportement mécanique des structures en béton est gouverné par le processus d’endommagement du matériau. Ce processus peut être retardé en appliquant un chargement uni ou multi-axial de compression, dans le but de contrer les contraintes locales de traction auxquelles le béton est peu résistant. Cette thèse porte sur l’utilisation d’alliages à mémoire de forme (AMF) pour la création d’états de précontrainte dans des composants en béton. Le travail repose sur deux approches : expérimentation et modélisation. Dans la première partie, des essais préliminaires concernent l’étude du comportement thermomécanique de l’AMF en Ni-Ti. Cette réponse complexe est étudiée de manière séparée à l’aide d’une machine de traction – compression uni-axiale couplée à des moyens de chauffage et de refroidissement. Ensuite, des fils d’AMF sont utilisés pour la création de précontraintes dans des poutrelles et de confinements dans des cylindres en béton. Les fils sont étirés à l’état martensitique avant d’être fixés à leurs extrémités sur des éprouvettes en béton. L’activation thermique de l’effet mémoire provoque la mise en contrainte du béton. Et puis, des essais d’écrasement des cylindres sont réalisés pour estimer l’amélioration des performances du béton confiné à l’aide de fils d’AMF. Les résultats montrent que l’effet de confinement permet d’améliorer fortement la performance mécanique en compression du béton. Dans la deuxième partie, un modèle thermomécanique est élaboré pour l’analyse du comportement de fils d’AMF sollicités en traction-compression alternée uni-axiale. Une procédure de calcul numérique pas-à-pas est développé pour la simulation du comportement de fils en AMF pour l’ensemble de la procédure de création d’effet de précontrainte. Cette simulation donne une description fine des mécanismes au sein du fil au cours des essais sur des composants en béton-AMF. L’interaction complexe entre le béton et l’AMF est précisément analysée grâce à l’utilisation du modèle thermomécanique de l’AMF. Enfin, les études de cette thèse confirment une possibilité du champ d’application des AMF dans la thématique du renforcement préventif des structures en béton. / Shape memory alloys (SMAs) are active materials that exhibit special properties such as pseudoelasticity and memory effect. These properties are resulting from austenite vs. martensite reversible transformations governed by temperature and mechanical stress states. The austenite phase (A) and the martensite phase (M) are present respectively at high and low temperature. The shape memory effect is the ability of the material to retain a deformation gained in the martensite phase, i.e. at low temperature, and then to recover its initial shape when it returns to the austenite phase upon temperature increase. The mechanical behaviour of structural concrete is governed by a process of damage. The damaging process can be delayed by applying a uni- or multiaxial compression in order to counterbalance local tensile stresses in the material. The present thesis deals with the use of shape memory alloys (SMAs) to create prestress states in concrete components. The work is based on two approaches: experimental and modelling. In the first part, preliminary tests concern the studies of the thermomechanical behaviour of Ni-Ti SMA. This complex response is studied singly by means of a MTS uniaxial testing machine and heating-cooling systems. Then, SMA wires are used to create prestress states in small-scale concrete beams as well as confinement states in concrete cylinders. They were given a prestrain in a martensitic state before being firmly fixed on concrete components. Thermal activation of the memory effect in the SMA wires caused their tensioning, which resulted in reaction in the creation of stresses in the concrete. Moreover, crush tests of concrete cylinders are performed in order to estimate the improvement of the mechanical performance of concrete confined by means of SMA wires. The test results show that the confinement effect can improve strongly the mechanical performance of concrete. In the second part, a thermomechanical model is performed to analyze the behaviour of SMA with an extension to allow for uniaxial traction-compression. A steps by steps process of the numerical simulation is developed for SMAs during the process of prestress creation. This simulation gives a detailed description of the mechanisms of SMA wires which lead to the process of experimental studies on the SMAs-concrete components. A complex interaction between the concrete and the SMAs is evidenced by means of the thermomechanical model of SMAs. Finally, studies presented in the present thesis confirm the possibility to use SMA as preventive reinforcement for application to civil engineering structures.

The introduction of fibre-reinforced polymers (FRPs) to the field of civil engineering has led to numerous research efforts focusing on a wide range of applications where properties such as high strength, light weight or corrosion resistance are desirable. In particular, FRP materials have been especially attractive for use as internal reinforcement in reinforced concrete (RC) structures exposed to aggressive environments due to the rapidly deteriorating infrastructure resulting from corrosion of conventional steel reinforcement. While FRPs have been successfully implemented in a variety of structural applications, little research has been conducted on the use of FRP reinforcement for short span slab bridges. Furthermore, the behaviour of FRP-RC flexural members cast with self-consolidating concrete (SCC) is largely absent from the literature. The present study investigates the behaviour of an all-FRP reinforcement system for slab bridges which combines lower cost glass FRP (GFRP) reinforcing bars with high performance carbon FRP (CFRP) prestressed tendons in SCC to produce a structure which is both cost-efficient and characterized by excellent structural performance at the serviceability, ultimate and fatigue limit states. An extensive experimental program comprised of 57 large or full-scale slab strips was conducted to investigate the effects of reinforcement type, reinforcement ratio, prestressing level and shear reinforcement type on the flexural performance of slab bridges under both monotonic and fatigue loading. The proposed reinforcement system was found to display excellent serviceability characteristics and high load capacities as well as significant deformability to allow for sufficient warning prior to failure. Lastly, the use of post-tensioned CFRP tendons limited the stresses in the GFRP reinforcing bars leading to significantly longer fatigue lives and higher fatigue strengths compared to non-prestressed slabs. Analytical models were used to predict the behaviour of the slab bridge strips at service and at ultimate. Where these models failed to accurately represent the experimental findings, simple modifications were proposed. The results from ancillary tests were also used to modify existing analytical models to predict the effects of fatigue loading on the deflection, crack width, shear resistance and flexural capacity of each of the tested slabs.

Baigiamajame magistro darbe išnagrinėti STR ir EC 2 betono fizikinių ir mechaninių rodiklių nustatymo metodai bei šiose normose pateiktų įtempių nuostolių skaičiavimo modeliai. Aprašytas tikimybinis įtempių nuostolių vertinimo modelis. Atlikta atskirųjų ir suminių įtempių nuostolių analizė pagal STR ir EC 2 modelius, aprašyti šių modelių skirtumai. Išnagrinėta atskirų fizikinių faktorių lemiančių įtempių nuostolius įtaka. Atlikta iš anksto įtemptos gelžbetoninės sijos tikimybinė suminių įtempių nuostolių analizė. Darbe pateiktas kiaurymėtųjų perdangos plokščių suminių įtempių nuostolių skaičiavimo rezultatų pagal EC 2 ir STR modelius ir eksperimentinių įtempių nuostolių palyginimas. / Evaluation of different physical and mechanical factors of concrete according to STR and EC 2 models is considered in this master thesis. Probabilistic model for prestress loss determination is presented in this paper. The analysis of separate and total losses according to STR and EC 2 models was carried out. Some differencies of these models were described. The influence of several factors to the value of separate prestress loss has been studied in this thesis. The probabilistic analysis of long-term losses of post-tensioned RC beam has been carried out. The comparison of total prestress loss values of hollow core slabs according to EC 2, STR and experimental results is subjected in this master thesis.