Thin polymer films and their properties have been investigated. The characteristics of crystalline polymers according to film thickness have been improved using polycaprolactone (PCL). The melting enthalpy of PCL has increased when the film thickness decreased and the peak melting temperature showed no significant changes with film thickness. Film thickness variation influenced surface roughness and crystal size. Optical microscope images showed the rougher surface of thicker films. The spinning time has shown no influence on film thickness and no significant changes to surface roughness. Thin films of block copolymers were used in the surface modification study; films studied included poly(styrene-b-butadiene-b-styrene) (SBS) and poly(styrene-b-isoprene-b-styrene) (SIS) and their surface modifications have been controlled using different methods of treatment. Films of SIS heated at different temperatures have shown different surface texture and roughness. Films treated at low temperature (45 °C) had smooth surfaces when compared with films heated at high temperature (120 °C and 160 °C). Phase separation of SIS heated at (120 °C and 160 °C) caused bulges of different sizes to cover the surface. The height and width of the bulges showed variation with film thickness and heating. Substrate interaction with SBS and SIS block copolymer films showed different surface texture when using the same type of substrate and different texture were obtained when SBS solutions were spun onto different substrates. It has been demonstrated that using different solvents in copolymer preparation caused different texture. Thermal and surface property variations with film thickness have been improved using amorphous polymers. Surface roughness of poly(methyl methacrylate) PMMA and disperse red 1-poly(methyl methacrylate) DR1-PMMA, PMMA has improved using thickness variation. Glass transition temperature measurement has increased when film thickness was increased. The glass transition temperature (Tg) and surface roughness of UV15 UV - curable coating polymer has been modified using UV curing and heating methods. Tg variation was observed when curing time and curing intensity were changed causing the optical properties of the polymer to be more variable. A plasma etcher caused wrinkles to occur on the surface of unheated UV15. Tg of UV15 increased when curing time increased. The Fourier Transform Infrared Spectroscopy (FTIR) spectra of cured UV15 film have shown peak variations of the ester and carbon double bond regions over the range of 1850-1700 cm-1. Urethane-Urea (UU) Polymer thin films were used to investigate optical properties and develop an optical waveguide. Absorption and transmission properties of light using non-linear optical (NLO) polymer was investigated and used in optical waveguide fabrication. Refractive indices were measured to examine UU films at two different wavelengths. A UU film of 1 µm thickness caused a maximum absorption at max = 471 nm also obtained at 810 nm wavelength. Many methods of fabrication were used; photolithography, plasma etching in a barrel reactor and thin film deposition using sputtering and evaporation. Etched depths from 1 μm to 100 μm were obtained. An optical waveguide has been prepared using plasma etching of a cured UV15 as a cladding layer on a silicon substrate.

This dissertation examines changes in the Swedish health care system during the period 1962-2000. During this period, three legislative changes affected the development of the health care system. Firstly, the Health care act of 1962 that increased the county councils responsibility for the health care. Secondly, the Health care act of 1983, which resulted in a new definition of concept health at the same time as it changed the hospitals responsibility for care and illness. Thirdly, from 1992 to 1995, three reforms changed the hospitals position in the health care system. Together with the general technological development of the health care sector, these three legislative changes have led to new way of producing care as well as it has created new jobs, new work specialities and it has also effect the gender division in work. Women have always dominated the work in the health care sector. The way of care production have however also created new jobs mainly consisting of technological work assignments that have better status than traditional care work with the patients. The new technological jobs are furthermore primarily occupied by men, which leads to a organizational development than reemphasizes the hierarchical structure of the health care sector, where women work in the lower position and men in the upper positions. This development is also evident when nurses begin to work with technology. This express a new gender system in which men dominate in curing and nursing work-assignments at care wards with high technological level, but not in the caring assignments. And at care wards with low technological level the situation is the opposite, women dominate in all three assignments e.g. curing, nursing and caring care work.

Large Area Maskless Photopolymerization (LAMP) is a direct digital manufacturing technology being developed at Georgia Tech to produce ceramic molds for investment casting of turbine airfoils. In LAMP, UV light incident on a spatial light modulator is projected in the form of a structured black and white bitmap image onto a platform supporting slurry comprising a ceramic particle loaded photocurable resin. Curing of the resin is completed rapidly with exposures lasting 20~160ms. Three-dimensional parts are built layer-by-layer by sequentially applying and selectively curing resin layers of 25-100 micron thickness. In LAMP, diacrylate-based ceramic particle-loaded resins with photoinitiators sensitive in the range of spectral characteristics of the UV source form the basis for an ultra-fast photopolymerization reaction. At the start of the reaction, the monomer molecules are separated by van der Waals distance (~10⁴Å). As the reaction proceeds, these monomer molecules form a closely packed network thereby reducing their separation to covalent bond lengths (~ 1 Å). This results in bulk contraction in the cured resin, which accumulates as the part is fabricated layer-by-layer. The degree of shrinkage is a direct measure of the number of covalent bonds formed. Thus, shrinkage in LAMP is characterized by estimating the number of covalent bonds formed during the photopolymerization reaction. Polymerization shrinkage and accompanying stresses developed during photopolymerization of ceramic particle-loaded resins in LAMP can cause deviations from the desired geometry. The extent of deviations depends on the photoinitiator concentration, the filler loading, the degree of monomer conversion, and the operating parameters such as energy dose. An understanding of shrinkage and stresses built up in a part can assist in developing source geometry compensation algorithms and exposure strategies to alleviate these effects. In this thesis, an attempt has been made to understand the curing kinetics of the reaction and its relation to the polymerization shrinkage. Realtime Fourier Transform Infrared Spectroscopy (RTFTIR) is used to determine the conversion of monomers into polymer networks by analyzing the changes in the chemical bonds of the participating species of molecules. The conversion data can further be used to estimate the curing kinetics of the reaction and the relative volumetric shrinkage strain due to polymerization.

UV- und lichthärtenden Acrylatklebstoffen steht ein breites Anwendungsspektrum im Konstruktiven Glasbau offen. Ihr farbloses und klares Erscheinungsbild fördert eine Konstruktion, die transparent und leicht wirken soll. Kurze Aushärtezeiten, die sich im Sekunden- oder einstelligen Minutenbereich bewegen, ermöglichen eine schnelle Herstellung und reduzieren die Lagerzeiten. Die geklebten Konstruktionen können direkt weiterverarbeitet werden. Durch diese Vorteile heben sie sich von den Silikonklebstoffen ab, die für ausge-wählte Anwendungen im Fassadenbau (Structural-Sealant-Glazing-Systems - SSGS) bauaufsichtlich zugelassen sind. Gegenstand dieser Arbeit ist die Aufstellung von Empfehlungen zur Planung und Berechnung struktureller Klebungen mit strahlungshärtenden Acrylaten. Dafür werden Klebstoffe an dem reinen Material sowie in Verbindungen mit Glas und Metall untersucht. Für ein umfangreiches Bild über das Verhalten des Materials bieten sich Substanzprüfkörper an, die mit überschaubarem Aufwand eine Auswertung verschiedener Einflüsse - beispielsweise Temperatur und Prüfgeschwindigkeit - erlauben. An in-situ-Prüfkörpern kann der Klebstoff in der Verbindung betrachtet werden. Durch Wechselwirkungen zwischen Klebstoff und Fügeteil bildet sich eine sogenannte Grenzschicht aus, die gradierte Eigenschaften besitzt und die Materialkennwerte - besonders bei dünnen Klebfugen - beeinflusst. Weiterhin erlauben diese Prüfkörper eine Aussage über das Tragverhalten der Klebverbindung. Um das Potenzial der Acrylatklebungen in der Glasarchitektur aufzuzeigen und in der Anwendung zu prüfen, werden Bauteile mit punktförmig geklebten Halterungen untersucht. Absturzsicherungen werden statischen und dynamischen Belastungen unterworfen. An Überkopfverglasungen werden Trag- und Resttragfähigkeitsuntersuchungen durchgeführt. Bauteile im Freien geben Aufschluss über das Alterungsverhalten unter natürlichen klimatischen Bedingungen. / UV and light curing acrylates present a whole host of possibilities for the implementation of glass construction. Their clear and colourless appearance produces a transparent and lightweight construction. Short curing times consisting of no more than mere minutes allow for quick production with minimal downtime within the overall process. Processing can be resumed immediately once bonding has occurred. The advantages of acrylates can be compared to the characteristics and properties of adhesive silicones which have been widely approved by building authorities for specific façade applications (Structural-Sealant-Glazing-Systems - SSGS). The subject matter of this study is the development of auxiliary tools to plan and design adhesively bonded joints of UV and light curing acrylates. These adhesives are, therefore, analysed both generally as bulk material and in applications as a joint between glass and metal. The use of dog bone shaped specimens is recommended to analyze the material behaviour under a variety of influence factors such as temperature and testing rate. The bonded joints of test specimens provide an opportunity to examine the interaction between the adhesive and the materials to which they are adhered. An interface with graded properties is formed based upon the interactions between adhesive joints and each particular substrate. Further on, bonded specimens enable the development of a statement concerning the load-bearing capacity of joints. Constructions having spot bonded joints are tested to demonstrate the potential use of acrylic joints in architectural glass treatments. Safety barriers are tested under both static and dynamic loads. Sloped roof systems are tested to substantiate load-bearing capacity and to verify any residual carrying capacity. Components are exposed to natural weathering in order to examine the affects of ageing on the adhesive.

<p>In industrial use of paint systems a swift processing is crucial. Another very important issue is to improve the quality of the final coating. This report investigates the film formation process of powder coatings, specially the spreading of individual powder particles. The obtained results can be used to understand and control the film formation process. In this way the desired levelling can be achieved and thus the desired gloss or other surface characteristics that may be required. This means that the method could be used when evaluating different polymer and additive combinations that could be used to change film formation behaviour or curing time for powder coating systems to suit various substrates. It makes it possible to avoid and minimize different surface defects as orange peel or cratering in the powder coated film.</p><p>We used a reflection optical microscope to better understand the film formation process and especially the spreading of a powder melt on surfaces with various surface energies. The obtained data were: the particle diameter, the area, area ratio and the contact angle of the powder particle as a function of time and temperature. This information can be used to derive the surface tension of any powder melt.</p><p>In this report we evaluate the dependencies of temperature, heat rate and surface energy for powder coatings on different substrates. The method provides information that can be used to optimize the film formation of a specific powder coating/substrate combination. This method can be used to evaluate the powder spreading and levelling on different substrates from a surface tension point of view.</p><p>We found, as expected, that the powder flows out on a hydrophilic surface and is inhibited by a hydrophobic. The increase of the area ratio on a hydrophilic surface was about five times as the initial area coverage and on a hydrophobic surface only two times the initial area coverage. The contact angle between the melted powder particle on the different surface types could be calculated. The melt surface tension could be calculated since three substrates surfaces with various surface energies were used. The melt surface tension was found to be about 18.5 mN/m.</p> / <p>Sammanfattning</p><p>Vid industriell användning av ett färgsystem är det viktigt med en snabb och smidig målningsprocess. En viktig del är att förbättra kvaliteten på den färdiga ytan. Denna rapport undersöker filmbildningsprocessen för pulverfärg, närmare bestämt spridningen av individuella pulverpartiklar. Resultaten från utvärderingen av denna metod kan användas för att bättre förstå och få kontroll över filmbildningsprocessen. Med denna undersökningsmetod kan den önskade utslätningen uppnås och därmed den önskade glansen eller annan yteffekt som kan vara önskvärd.</p><p>Metoden kan användas för att utvärdera olika polymer- och additivkombinationer som kan användas för att ändra filmbildningens uppförande eller bestämma härdningstiden för en pulverfärg att passa ett visst substrat. Metoden gör det möjligt att förhindra och minska olika ytdefekter såsom apelsinskals- eller kratereffekter i pulverfärgens yta.</p><p>Ett optiskt reflectionsmikroskop användes för att bättre kunna förstå filmbildningsprocessen och särskilt spridningen av smält pulver på substrat med olika ytenergier. De mätdata vi fick var partikeldiameter, area, areaförändring och kontaktvinkeln för pulverpartiklar som funktion av tid och temperatur. Ur denna information kunde pulversmältans ytenergier härledas.</p><p>I denna rapport utvärderas pulvrets beroende av temperatur, uppvärmning och ytenergi på olika substrat. Denna metod ger information som kan användas för att optimera filmbildningen av en specifik kombination av pulverfärg och substrat. Denna metod kan också användas för att utvärdera pulverspridning och utjämning av färgfilmen på olika substrat med avseende på ytenergierna.</p><p>Som förväntat flyter pulvret ut på hydrofila ytor och utflytningen ändras på en hydrofob yta. På en hydrofil yta sprider sig partikeln till fem gånger den ursprungliga arean över substratet och motsvarande två gånger för en hydrofob yta. Kontaktvinkeln mellan en smält pulverpartikel på olika sorters substrat från utförda mätningar beräknas utifrån utförda mätningar. Kontaktvinklar mellan pulver och olika substrat kan användas för att beräkna smältans ytspänning. Smältans ytspänning kan beräknas då experiment gjorts på tre sorters ytor med olika kända ytenergier. Smältans ytspänning var 18,5 mN/m.</p><p>Slutsatsen är att det går att observera och utvärdera resultaten av utsmältningsförloppet för pulverfärg med denna metod.</p>

Increasing differences in United States energy consumption and production has influenced the passing of legislation for biomass fuel production. To determine feasibility of energy crops for alternative fuels, research is needed to investigate dry matter yield over an extended harvest season; physical characteristics need to be described for potential harvesting problems; chemical characteristics described to identify selective harvest potential, optimal harvest timing, losses during harvest and storage; various harvest techniques investigated to identify potential cost savings; and impact of various storage techniques on quantity and quality of deliverable biomass. This study investigated the use of two sorghum varieties as a potential bioenergy feedstock where 20 ha were planted for three years. Standing crop samples were collected from August through January to document changes in dry matter yield, moisture, height, fiber content, proximate and ultimate analysis. The sorghum was cut and conditioned – as a two-cutting ratoon or single-cutting – using various mower-conditioners and windrow samples taken daily to determine best method of field drying, quantify dry matter loss and soil entrainment. Two storage methods were utilized – baling with wrapping in a tubeline, and chopping and compressing in bag using a modified cotton module builder – to determine best method of storage for reduced dry matter loss. The optimal time of harvest for maximum dry matter occurred with the November once-cut where 30 Mg ha^-1 was documented, but comparable yields were observed with the two-cutting scenario. Fiber content increased with maturity, peaked, and declined, while ash content and moisture decreased with maturity. The achievement of 55% moisture in January shows field curing to be necessary for transportation at any significant distance, but soil entrainment – as measured by ash concentration – was not found to be a significant problem after conditioning, multiple windrow inversions, and harvesting. The geometric mean length of particle was determined to be 1.4 to 3.7 times lower than nominal chop length, indicating potential cost savings in comminution. Dry matter loss estimates during storage proved difficult due to mobility of moisture throughout the packages, where losses were documented up to 40%. Module packages tended to have lower dry matter and constituent losses than bales.

Expansive soils are a worldwide problem that poses several challenges for civil engineers. Such soils swell when given an access to water and shrink when they dry out. The most common and economical method for stabilizing these soils is using admixtures that prevent volume changes. In this study the effect of using rock powder and aggregate waste with lime in reducing the swelling potential is examined. The expansive soil used in this study is prepared in the laboratory by mixturing kaolinite and bentonite. Lime was added to the soil at 0 to 9 percent by weight. Aggregate waste and rock powder were added to the soil at 0 to 25 percent by weight. Grain size distribution, Atterberg limits and swell percent and rate of swell of the mixtures were determined. Specimens were cured for 7 and 28 days. This method of treatment caused a reduction in the swelling potential and the reduction was increased with increasing percent stabilizers.

Dans une démarche de valorisation des déchets, les granulats recyclés sont introduits dans la formulation des bétons pour donner naissance à de nouveaux bétons recyclés qui représentent l’objet du projet national RECYBETON et du projet ANR ECOREB. Cette thèse se concentre sur l’étude du béton frais et en particulier la maîtrise du retrait plastique et l’effet du degré de saturation initial des gravillons recyclés sur le comportement des bétons recyclés. Deux familles de bétons avec des rapports eau/ciment respectifs de 0,6 et 0,45 ont été testés en conditions endogènes ainsi qu’en dessiccation (Vvent = 8 m/s). Chaque famille de bétons est constituée d’un béton naturel de référence et de deux bétons recyclés différenciés pas le degré initial de saturation des gravillons recyclés (50 et 120 % de l’absorption nominale). Les résultats expérimentaux soulignent la capacité des gravillons recyclés initialement partiellement saturés à capter rapidement l’eau contenue dans la pâte de ciment, modifiant ainsi le rapport E/C, les propriétés rhéologiques du béton frais et les résistances mécaniques du béton durci. Après saturation en eau, si les conditions de séchage conduisent à un manque d’eau dans le béton, les gravillons recyclés peuvent fournir de l’eau à la pâte. Ils constituent donc un potentiel de cure interne. Le retrait plastique sous vent est explicitement lié au ressuage, au développement de la pression capillaire et à la fissuration. Le temps d’initiation de la fissuration dépend de la quantité d’eau totale dans le béton et de sa capacité à ressuer tandis que l’ouverture de fissure varie avec la valeur de retrait plastique mesurée. Dans cette étude, le développement de la pression capillaire est la cause de la fissuration qui apparaît dès l’entrée d’air dans le matériau poreux. Les différences de comportements les plus importantes sont observées entre bétons ayant une quantité d’eau totale différente plutôt qu’entre bétons naturel et recyclé. La compilation des résultats expérimentaux a permis de mettre sur pied des modélisations qui illustrent les comportements observés. Les pores concernés par l’entrée d’air dans les bétons recyclés et naturels au moment de la fissuration sont les plus gros pores de la pâte. Enfin, un couplage hygrothermique séchage-température du béton peut influer sur le démarrage de l’hydratation. / In the context of sustainable development, the reuse of construction and demolition waste is necessary to conserve nonrenewable natural aggregate resources, so recycled aggregates are introduced in concrete mix design. This is the aim of the national projet RECYBETON and the research project ECOREB. This study deals with the fresh concrete and more specifically with shrinkage control and the effects of the initial saturation degrees of recycled coarse aggregates on concrete behavior.Two concrete families, with two different water/cement ratios 0,60 and 0,45, are tested under endogenous and drying (wind speed equal to 8 m/s) conditions. Each concrete family contains a reference natural concrete and two recycled concretes. The initial saturation degree is the difference between them (recycled coarse aggregates saturated or semi saturated).Experimental results underline the capacity of non-saturated aggregates to quickly absorb water from cement paste, modifying the W/C ratio, rheological properties of the fresh concrete and the mechanical strength (at 28 days) of recycled concretes. After saturation in water, recycled aggregates can release water into the cement paste if the undergone drying conditions lead to a lack of water in the cement matrix. The recycled coarse aggregates can be seen as an internal curing potential.Experimental plastic shrinkage studies carried out under drying conditions highlight a link between bleeding, capillary pressure, plastic shrinkage and cracking. It should be pointed out that the initial cracking is dependent on the total quantity of water in the concrete and on its bleeding capacity. The opening cracks vary with the plastic shrinkage values measured during the test. The analysis of the results emphasize that the capillary pressure is the determining parameter and that the air entry value matches the cracks. The major behavior differences are found between concretes with different volumes of water rather than between natural and recycled concretes.Finally, the analysis of all the experimental results have allowed concrete modelling and understanding why concretes do not behave in the same way. When it cracks, the air come in the biggest pores of the concrete paste. Moreover, a hygrothermal coupling exists between the drying and the temperature in concrete. It can affect hydration start up.

A questão ambiental vem se tornando tema recorrente nos foros nacionais e internacionais, estando atualmente inserida na opinião pública, nas comunidades e sendo norteadora na geração de novos produtos e serviços na área industrial e comercial voltados para a sustentabilidade. Neste sentido, a indústria da construção é um dos principais causadores de impacto ambiental, pois consome consideráveis recursos naturais e gera grandes quantidades de resíduos. Sendo assim, a utilização de resíduos como matéria prima na indústria da construção possibilita benefícios ambientais e econômicos. Buscando avançar nesta discussão, a presente pesquisa procurou inserir dois resíduos (cinza volante e cal de carbureto), gerados na região metropolitana de Porto Alegre, como possibilidade de solução de Engenharia. Para isto, é necessário um estudo do seu comportamento mecânico decorrente da cimentação proporcionada pela mistura e compactação destes materiais. Contudo, ainda não existe uma formulação de dosagem dessa mistura baseadas em critérios mais racionais. Assim, a presente pesquisa busca fornecer subsídios para que, através do uso da relação porosidade/teor volumétrico de cal obtidas a partir da identificação e quantificação das variáveis mais importantes no controle da resistência da mistura de dois resíduos, possa determinar o seu comportamento. Isto é, a formulação de equações para previsão da resistência à compressão simples do material cimentado em cura acelerada. Para isso, foram realizados ensaios de compressão simples em corpos-de-prova com 5, 10 e 15% de cal, com peso específico aparente seco de 11, 12 e 13 kN/m³; curados por 1, 3 e 7 dias em câmara vaporizadora nas temperaturas 40, 60 e 80°C; e 3, 7 e 14 dias para cura sem vapor a 23°C. Os resultados demonstram que o aumento da quantidade de cal, do peso específico aparente seco, do tempo de cura e da temperatura provoca o aumento da resistência à compressão simples da mistura compactada. Entretanto, a temperatura apresentou um limite de influência para 3 e 7 dias, onde a variação de 60°C para 80°C não aumentou a resistência. A relação porosidade(/teor volumétrico de cal (Lv), ajustado por um expoente [/(Lv)0,11], mostrou-se adequado na formulação de equações na previsão da resistência do material cimentado para todas as temperaturas e tempos de cura estudadas. Além disso, a existência de relações únicas e distintas no controle da resistência à compressão simples em função da porosidade, teor volumétrico de cal e temperatura, assim como para o tempo de cura mostraram-se úteis para formulações de dosagem. Os resultados foram submetidos à análise de variância que comprovou que todos os fatores controláveis escolhidos para o experimento são significativos, assim como todas as interações entre eles. / The environmental issue is becoming a recurring theme in national and international forums, currently inserted in the public opinion, communities and being guiding the generation of new products and services in the industrial and commercial area focused to sustainability. In this sense, the construction industry is a major cause of environmental impact, it consumes considerable natural resources and generates large amounts of waste. Thus, the use of waste as a raw material in the construction industry provides economic and environmental benefits. Looking for progress in this discussion, this research sought to insert two wastes (fly ash and carbide lime), generated in the metropolitan region of Porto Alegre, as a possibility for solution of Engineering. For this, a study of its mechanical behavior due to cementation and compaction provided by the mixture of these materials is necessary. However there is not a rational dosage formulation of this mixture. Therefore, this research seeks to provide subsidy to determine behavior through the use of the relation of porosity/volumetric lime content obtained from the identification and quantification of the most important variables in the controlling of strength to the mixture of two residues. That is, the formulation of equations for predicting the compressive strength of cemented material into accelerated healing. For this, tests were conducted on samples with 5, 10 and 15% of lime; with dry unit weight of 11, 12 and 13 kN/m³; for 1, 3 and 7 curing days with steam in the temperature of 40, 60 and 80°C; and 3, 7 and 14 days without steam for 23°C. The results show that increasing the amount of carbide lime, dry unit weight, curing time and temperature has as consequence the increase of unconfined compression strength of the compacted mixture. However, the temperature had a limit of influence for 3 and 7 days, where the range of 60°C to 80°C did not increase the unconfined compression strength. The porosity()/volumetric lime content (Lv) ratio adjusted by an exponent [/(Lv)0,11], proved to be adequate to formulate equations to predict the strength of the cemented material for all temperatures and curing times studied. Furthermore, the existence of unique and distinct relationships in the control of unconfined compression strength of the mixture studied as a function of porosity, lime volumetric content, temperature, as for the cure time proved to be useful in dosage formulations. The results were subjected to analysis of variance showing that all the controllable factors chosen for the experiment are significant, as well as all interactions between them.

The aim of this study was to evaluate color change of ultrathin ceramic laminates cemented with photocuring and dual resin cement by means of a split-mouth randomized clinical trial. The research subjects were 10 post graduation studentsfrom the Program in Dental Sciences, Federal University of Santa Maria. Two 0,3 mm-thick ceramic laminates built with lithium dissilicate ceramic IPS e.max Press (Ivoclar Vivadent) were cemented on the buccal surface of the participants second right and left premolars with the transparent shade of Variolink II (Ivoclar Vivadent), using the dual activation at one side and photoactivation at the other side, by a blind operator regarding the activation mode, after randomizing. The subjects were blind for the groups. Visual color evaluation was performed with a color scale Vita 3D-Master (Vita Zahnfabrik) by a calibrated and blind evaluator; a clinical spectrophotometer Vita Easyshade (Vita Zahnfabrik) was used for instrumental color evaluation 24 hours, 2 months, 4 months and 6 months after cementation. ΔE, Δa*, Δb* and ΔL* between the first and the other evaluations were calculated. Cement marginal staining was also evaluated. Considering visual evaluation, there was no alteration for the parameters value, hue and chroma in the groups. Paired sample t test did not show statistical difference between the groups for the parameters ΔE, Δa*, Δb* e ΔL* during the evaluated intervals. After 6 months, the photocuring group presented a mean ΔE=2,68 (±1,57) and the dual group, ΔE=2,36 (±0,69). Marginal discoloration was not observed. Longer follow-up results are necessary in order to determine if the two curing modes of Variolink II can be used for ceramic veneer cementation. / O objetivo do trabalho foi avaliar a alteração de cor de laminados cerâmicos ultrafinos cimentados com um cimento resinoso polimerizado por fotoativação e de forma dual, por meio de um ensaio clínico randomizado de boca dividida. Os participantes do estudo foram 10 estudantes do Programa de Pós-Graduação em Ciências Odontológicas da Universidade Federal de Santa Maria. Dois laminados cerâmicos de 0,3 mm de espessura, confeccionados com a cerâmica à base de dissilicato de lítio IPS e.max Press (Ivoclar Vivadent), foram cimentados, com o cimento Variolink II (Ivoclar Vivadent) transparente, sobre a face vestibular dos segundos pré-molares superiores direito e esquerdo dos participantes, em um lado com o modo de ativação dual e no lado oposto com o modo de ativação fotopolimerizável por um operador cegado quanto ao tipo de polimerização, após randomização. Os participantes estavam cegados para os grupos. Foi realizada avaliação visual da cor com escala de cores Vita 3D-Master (Vita Zahnfabrik) por um examinador calibrado e cegado e avaliação instrumental com o espectrofotômetro clínico Vita Easyshade (Vita Zahnfabrik) 24 horas, 2 meses, 4 meses e 6 meses após a cimentação, sendo calculados o ΔE, Δa*, Δb* e ΔL* entre a primeira e as demais leituras. Também foi feita avaliação da alteração de cor marginal do cimento. Para a avaliação visual, não houve alteração dos parâmetros valor, matiz e croma em nenhum grupo. O teste t para amostras pareadas não revelou diferença estatística entre os grupos para os parâmetros ΔE, Δa*, Δb* e ΔL nos intervalos avaliados, sendo que, após 6 meses, a média para o grupo fotoativado foi ΔE=2,68 (±1,57) e a média para o grupo dual foi ΔE=2,36 (±0,69). Não houve alteração de cor marginal. Resultados com maior tempo de acompanhamento são necessários para concluir se o cimento Variolink II pode ser utilizado nos dois modos de ativação para a cimentação de laminados cerâmicos.