Theoretical part of diploma thesis deals with progressive building materials, namely with aggregate from foam glass. Resources for production, description of production, properties of aggregate and its utilization are included. Production of lightweight gaping concrete, its properties, risks during its production and utilization in building practice are part of diploma thesis as well. Lightweight gaping concrete was made during practical part. It was produced by combining aggregate from foam glass and cement. Testing of required properties was carried out on these made samples.

The Diploma thesis "Silesian Baroque Cut Glass in the collection of Museum of Decorative Arts in Prague" deals with the collection of Silesian Baroque cut glass at the Museum of Decorative Arts in Prague spanning from the last quarter of the 17th century to the third quarter of the 18th century. The thesis describes the technique of glass cutting and its history. It also deals with the beginnings of glass cutting in Silesia, which are associated with the Schaffgotsch family in the Hirschberger Valley. Worth mentioning is also the renowned glass cutter Friedrich Winter, who along with his glass workshop substantially influenced Silesian glass cutting in the following decades. The thesis also mentiones other well-known glass cutters, particularly Christian Gottfried Schneider. The chapters dealing with the development of the shape and ornament of Silesian Baroque cut glass are important for correct classification by periods and localities. A catalogue of selected objects from the collection of the Museum of Decorative Arts in Prague follows the first part of the thesis which comprises the text. Most of the catalogue's objects have not been published thus far or were often never presented in detail if they appeared in literature.

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ABSTRACT EXPERIMENTAL ANALYSIS OF CURVED LAMINATED GLASS BEAM Uzhan, Tevfik M.S., Department of Engineering Sciences Supervisor: Prof. Dr. M. Z&uuml / lf&uuml / ASik May 2010, 33 Pages In this thesis, experimental studies are carried out on curved laminated glass beams to form a database for the scientists who may like to test their mathematical models. Beams which are only free to rotate and constrained in radial direction at both ends are tested to make the data available for further calculations. Test setup is prepared to minimize error that could occur due to test setup and data readings. Material testing machine and 4 channel data collecting machine are used to measure the signals at the strain gauges located over the glass beam. Within the range of force applied to the specimens, laminated curved beam shows linear behavior without any fracture. Data collected from the specimens are in conformance with each other. Results obtained from experiments are compared with the results obtained from the mathematical model developed by ASik and Dural (2006). As it is observed from the graphs presented, experimental results from the tests and numerical results from the mathematical model are in good agreement.

In the theoretical part of diploma thesis basic knowledge about glass are given (materials, production process, a brief overview of glass products for construction industry) and statistics of waste production, primarily with an emphasis on various types of waste glasses were also mentioned. The following chapters of the thesis are focused on waste glass processing technologies. Various studies about the application of waste or recycled glass in manufacturing of building materials are summarized. In the practical part of diploma thesis were suggested appropriate secondary raw materials that were used to prepare materials based on thermally modified glass foam. In the practical part of the thesis was carried out a set of experiments and analysis, including evaluation in terms of the proposed alternative fillers and materials made of them.

Submitted by Maria Aparecida (cidazen@gmail.com) on 2017-05-16T15:07:08Z No. of bitstreams: 1 Edson Carvalho Paz.pdf: 1589088 bytes, checksum: 37f9b2d6613e1ce560c6a50e8dbf458f (MD5) / Made available in DSpace on 2017-05-16T15:07:08Z (GMT). No. of bitstreams: 1 Edson Carvalho Paz.pdf: 1589088 bytes, checksum: 37f9b2d6613e1ce560c6a50e8dbf458f (MD5) Previous issue date: 2015-06-30 / CAPES, CNPQ / In this work glass formation of CaF2-CaO-B2O3-TeO2 system (CBTx), with tellurium oxide concentrations varing from 20 to 50 wt%, was studied. In order to evaluate the glass forming ability of that system, six glass matrix were prepared and characterized to understand the behavior of their physical, thermal, structural, optical and spectroscopic properties. As far we know, this is the first report in the literature about this glass system. The preparation of glasses CBTx system was carried out keeping the Ca/B2O3. The prepared glass samples were characterized by X-ray diffraction (XRD), volumetric density (ρ), Raman spectroscopy, Fourier transform infrared spectroscopy (FTIR), differential thermal analysis (DTA), specific heat (cp), refractive index (n), electronic polarizability (α), theoretical optical basicity (Λth), optical absorption coefficient (Ae) and band gap optical (Eopt). The results are discussed in terms of tellurium oxide content and structural properties of the glass samples. Density, thermal stability, refractive index, electronic polarizability and theoretical optical basicity values increase with TeO2 content, while transition temperature (Tg), specific heat, optical window and the band gap optical decrease; Raman and FTIR spectroscopy indicated that the network structure of studied glass is formed by BO3, BO4, TeO3, TeO3+1 and TeO4 units. The CBTx system showed a good ability to glass formation, especially the glass matrix of most TeO2 content (CBT50), which proved to be the most suitable for future work doping with rare earth ions and tests as optical amplifier in communication fibers or other photonic devices. / Neste trabalho apresentamos o estudo da formação de vidros no sistema [10CaF2-(30-0,4x)CaO-(60-0,6x)B2O3-xTeO2], em que 20 ≤ x ≥ 50 % em massa, denominado CBTx, com o objetivo de avaliar a habilidade de formação vítrea do referido sistema visando obter matrizes vítreas estáveis. Até onde sabemos, este é o primeiro relato na literatura de pesquisas sobre esse sistema. O preparo dos vidros no sistema CBTx foi realizado mantendo constante a razão Ca/B2O3. Neste trabalho sintetizamos seis amostras vítreas, as quais foram submetidas ao processo de caracterização por meio das seguintes análises: difração de raios-X (DRX), densidade de massa volumétrica (ρ), espectroscopia Raman, espectroscopia no infravermelho com transformada de Fourier (FTIR), análise térmica diferencial (DTA), calor específico (cp), índice de refração (n), polarizabilidade eletrônica (α), basicidade óptica teórica (Λth), coeficiente de absorção óptica (Ae) e band gap óptico (Eopt). Os resultados foram discutidos em função do conteúdo de óxido de telúrio e de suas alterações nas propriedades estruturais, térmicas, ópticas e espectroscópicas das amostras vítreas. Com o aumento da concentração de TeO2 nas amostras, houve aumento dos valores da densidade, da estabilidade térmica, do índice de refração, da polarizabilidade eletrônica e da basicidade óptica teórica; redução da temperatura de transição vítrea (Tg), do calor específico e da janela óptica e deslocamento do band gap óptico para menor energia; as espectroscopias Raman e FTIR indicaram que a estrutura da rede dos vidros sob investigação é formada por unidades BO3, BO4, TeO3, TeO3+1 e TeO4. O sistema CBTx apresentou uma boa habilidade de formação vítrea, com destaque para a matriz vítrea de maior teor estudado de TeO2 (CBT50), que se mostrou a mais indicada para trabalhos futuros de dopagem com íons terras raras e testes como amplificador óptico em fibras de comunicação ou outros dispositivos fotônicos.

A model is presented to use normalized multi-linear tension and compression material characteristics of strain-hardening textile reinforced concrete and derive closed form expressions for predicting moment-curvature capacity. A set of design equations are derived and simplified for use in spreadsheet based applications. The model is applicable for both strain-softening and strainhardening materials. The predictability of the simplified model is checked by model calibration and development of design charts for moment capacity and stress developed throughout the cross section of a flexural member. Model is calibrated by predicting the results of Alkali Resistant Glass and Polyethylene fabrics. A case for the flexural design of Glass Fiber Reinforced Concrete (GFRC) specimen as a simply supported beam subjected to distributed load is used to demonstrate the design procedure.

De nombreuses fonctions de la membrane plasma dépendent de manière vitale de sa structure et de sa dynamique. L’observation d’une diffusion anomale in vivo et in vitro par l’utilisation de la microscopie en fluorescence et par le pistage de particules Isolées ont permis de développer notre conception de la membrane, en la faisant passer d’un fluide homogène à deux couches avec des protéines se diffusant librement, à une mosaïque extrêmement organisée, surpeuplée et agglomérée de lipides et de protéines. Malheureusement, il n’a pas été possible d’apparenter les diffusions anomales à des détails moléculaires en raison du manque de capacité d’observation moléculaire directe et unmarqués Dans cotre cas, nous utilisons la microscopie à force atomique à grande vitesse, et une méthodologie d’analyse innovante pour analyser le pore en formant la protéine Lysine dans un environnement surpeuplé et nous documentons l’existence de différents régimes de diffusion au sein de la même membrane. Nous montrons la formation de phases locales de verre, où les protéines sont attrapées dans des cages formées par proximité cages sur des échelles de temps allant jusqu’à 10 s, ce qui n’avait pas été antérieurement observé de manière expérimentale pour les membranes biologiques. De plus, autour de patchs d’apparence solide et de molécules immobiles nous avons pu détecter une phase du verre plus lente qui mène à l’emprisonnement de la protéine et à la création d’un périmètre de diffusion de la membrane diminué . / Many functions of the plasma membrane depend critically on itsstructure and dynamics. Observation of anomalous diffusion in vivo and in vitro usingfluorescence microscopy and single particle tracking has advanced our concept of themembrane from a homogeneous fluid bilayer with freely diffusing proteins to a highlyorganized crowded and clustered mosaic of lipids and proteins. Unfortunately,anomalous diffusion could not be related to local molecular details given the lack ofdirect and unlabeled molecular observation capabilities. Here, we use high-speedatomic force microscopy and a novel analysis methodology to analyze the poreforming protein lysenin in a highly crowded environment and document coexistenceof several diffusion regimes within one membrane. We show the formation of localglassy phases, where proteins are trapped in neighbor-formed cages for time scales upto 10 s, which had not been previously experimentally reported for biologicalmembranes. Furthermore, around solid-like patches and immobile molecules aslower glass phase is detected leading to protein trapping and creating a perimeter ofdecreased membrane diffusion.

This master thesis summarizes the current knowledge regarding the design and properties of glass fiber reinforced concrete products. It also deals with the design of a new concrete recipe for Dako spol. s.r.o company. There is verified effect of changes in input materials in real conditions the company to increase tensile bending strength above 20 MPa.In particular, verification of the use of building chemistry like superplasticizing additives, polymer-cement matrix or a change type or dose of glass fiber.

Im Konstruktiven Glasbau ist es keine Besonderheit mehr, Glasträger für Dachkonstruktionen und Glasschwerter in Fassaden einzusetzen, um leichte, transparente und in den Hintergrund tretende Tragkonstruktionen umzusetzen. Für die Fügung dieser tragenden Bauteile werden bisher Verbindungsmittel aus Edelstahl eingesetzt, die optisch beeinträchtigen, Bohrungen im Glas erfordern und ungünstige Spannungsspitzen im Glas hervorrufen. Demgegenüber ist das Kleben für den spröden Werkstoff Glas ein materialgerechteres Fügeverfahren. Die Untersuchung einer flächigen Klebverbindung zum Lastabtrag zwischen tragenden Glas-Bauteilen im Primärtragwerk ist Gegenstand der vorliegenden Arbeit. Bei einer relativ großen Schichtdicke bildet die transparente Ausführung eine ganz wesentliche Prämisse. Ein weiterer Anspruch liegt in der Alterungsbeständigkeit und der Tragfähigkeit. An einer Auswahl von 14 potentiell geeigneten, transparenten Acrylat-, Epoxidharz- und Polyurethanklebstoffen werden mit Hilfe thermomechanischer und mechanischer Prüfverfahren temperaturabhängige Materialeigenschaften ermittelt. Ergänzend wird die Langzeitbeständigkeit der Klebstoffe durch eine künstliche Alterung im Verbund überprüft. Im Anschluss erfolgt die Ermittlung der lichttechnischen Eigenschaften sowie die visuelle Beurteilung der Sichtproben. Im Resultat wird ein UV- und lichthärtender Acrylatklebstoff als besonders geeignet identifiziert. Für diesen Klebstoff werden Haftfestigkeitsuntersuchungen im Druckscherversuch unter Temperatur- und Alterungseinflüssen sowie Zeitstandversuche an Substanzproben und kleinen Prüfkörpern durchgeführt. Für den Einsatz in einer flächigen Klebung wird ein geeignetes Dosier- und Aushärteverfahren entwickelt. Der Tragfähigkeitsnachweis der geklebten Verbindung erfolgt an großformatigen Bauteilmustern. Bei diesen Versuchen wird jeweils die Belastbarkeitsgrenze des Glases erreicht, während die Klebung intakt bleibt. Ein Zeitstandversuch dient zur Aufzeichnung des Kriechverhaltens an Bauteilmustern bei erhöhter Temperatur. Begleitend zum Entstehen der vorliegenden Arbeit werden mehrere Bauvorhaben mit Ganzglaskonstruktionen umgesetzt. Der Verzicht auf jegliche metallische Verbindungsmittel stellt bei diesen Objekten in Deutschland ein bauaufsichtliches und bautechnisches Novum dar. Die Fügung von Glasstütze und Glasträger innerhalb des gläsernen Primärtragwerks erfolgt ausschließlich und erstmals über eine transparente Acrylatklebung, deren Ausführung auf Erkenntnissen der vorliegenden Arbeit basiert. Die umschließende Verglasung wird mit einem zugelassenen Silikonklebstoff an der Tragkonstruktion befestigt. Zwei der beschriebenen Bauvorhaben werden seit der Erstellung in einem umfangreichen Monitoring beobachtet, um weitergehende Aussagen zum Langzeitverhalten der Klebungen zu erhalten. Die weitgehenden Untersuchungen der vorliegenden Arbeit wie auch des laufenden Monitorings sollen Bedeutung und Zuverlässigkeit der transparenten, lastabtragenden Klebungen im Konstruktiven Glasbau belegen helfen. / The use of glass beams in transparent roofs and glass fins as part of the facade is already state-of-the-art construction to achieve a transparent and lightweight appearance. Until now, mechanical fasteners made from stainless steel are used to join these structural components. Those fasteners visually interfere, require holes in the glass and cause unfavorable stress peaks in the glass. In contrast, adhesive bonding is much more appropriate to join the brittle material glass. The subject of this dissertation is the study of a planar adhesive joint which transfers the load between the load-bearing glass components into the primary structure. With a relatively large layer thickness, the manufacturing of the transparent joint represents a major challenge. Furthermore, the aging resistance and the load-bearing capacity must be proven. A selection of 14 potentially suitable, transparent adhesives of acrylate, epoxy resin and polyurethane are tested for temperature-depending material properties. These tests are based on thermo-mechanical and mechanical test methods. In addition, the long-term durability of the adhesives is verified by artificial aging test on bonded specimens. Subsequently, the photometric characteristics and the visual quality of the samples are assessed. As the result an UV- and light-curing acrylate adhesive is identified as particularly suitable. Compression shear tests under temperature and aging influences as well as creep tests are performed on substance samples and small-scale specimens to determine the adhesive strength of this adhesive. A suitable application and curing process is developed for use in planar bonded joints. Tests on specimen components were carried out to determine the load-bearing capacity of the bonded glass frame corners. In these experiments, the glass fails while the adhesive joint remains intact. Creep test are used to record the creep deformation of component specimen at increased temperature. Accompanying the study, several building projects are realized to use adhesive bonding technology in all-glass constructions. Without any visible forms of connection, the glass construction represents a significant innovation in Germany in terms of both building legislation and building technology. It´s the first time, glass fins and glass beams are joint to a glass primary structural system via transparent acrylate adhesive. The connection method is based on the findings of the present study. The glass panels of the envelope are joined to the primary glass structure with an approved silicone adhesive. Two of the described construction projects are monitored to obtain further knowledge about the long-term behaviour of the bonded joints. The comprehensive studies of this thesis as well as the ongoing monitoring have proven the significance and the reliability of transparent, load-bearing bonded joints in the field of glass construction.