Application of photoluminescence and electroluminescence techniques to the characterization of intermediate band solar cells

The intermediatebandsolarcell (IBSC) is a photovoltaic device with a theoretical conversion efficiency limit of 63.2%. In recent years many attempts have been made to fabricate an intermediateband material which behaves as the theory states. One characteristic feature of an IBSC is its luminescence spectrum. In this work the temperature dependence of the photoluminescence (PL) and electroluminescence (EL) spectra of InAs/GaAs QD-IBSCs together with their reference cell have been studied. It is shown that EL measurements provide more reliable information about the behaviour of the IB material inside the IBSC structure than PL measurements. At low temperatures, the EL spectra are consistent with the quasi-Fermi level splits described by the IBSC model, whereas at room temperature they are not. This result is in agreement with previously reported analysis of the quantum efficiency of the solarcells

Effect of misorientation on the compression of highly anisotropic single-crystal micropillars

The effect of crystal misorientation, geometrical tilt, and contact misalignment on the compression of highly anisotropic single crystal micropillars was assessed by means of crystal plasticity finite element simulations. The investigation was focused in single crystals with the NaCl structure, like MgO or LiF, which present a marked plastic anisotropy as a result of the large difference in the critical resolved shear stress between the “soft” {110}〈110〉 and the “hard” {100}〈110〉 active slip systems. It was found that contact misalignment led to a large reduction in the initial stiffness of the micropillar in crystals oriented in the soft and hard direction. The crystallographic tilt did not modify, however, the initial crystal stiffness. From the viewpoint of the plastic response, none of the effects analyzed led to significant differences in the flow stress when the single crystals were oriented along the “soft” [100] direction. Large differences were found, however, if the single crystal was oriented in the “hard” [111] direction as a result of the activation of the soft slip system. Numerical simulations were in very good agreement with experimental literature data.

Perfect imaging of point sources with positive refraction

The capability of a device called the Spherical Geodesic Waveguide (SGW) to produce images with details below the classic Abbe diffraction limit (super-resolution) is analyzed here. The SGW is an optical system equivalent (by means of Transformation Optics) to the Maxwell Fish Eye (MFE) refractive index distribution. Recently, it has been claimed that the necessary condition to get super-resolution in the MFE and the SGW is the use of a Perfect Point Drain (PPD). The PPD is a punctual receptor placed in the focal point that absorbs the incident wave, without reflection or scattering. A microwave circuit comprising three elements, the SGW, the source and the drain (two coaxial lines loaded with specific impedances) is designed and simulated in COMSOL. The super-resolution properties have been analyzed for different position of the source and drain and for two different load impedances: the PPD and the characteristic line impedance. The results show that in both cases super-resolution occurs only for discrete number of frequencies. Out of these frequencies, the SGW does not show SR in the analysis carried out.

Experimental evidence for super-resolution in the spherical geodesic waveguide

The previous publications (Miñano et al, 2011 and Gonzalez et al, 2012) have shown that using a Spherical Geodesic Waveguide (SGW) it can be achieved the super-resolution up to λ/3000, which is far below the classic Abbe diffraction limit, close to a set of discrete microwave frequencies. The SGW was designed and simulated in COMSOL as a thin geodesic waveguide bounded by an ideal and lossless metal. Herein we present the experimental results for a manufactured SGW, slightly modified due to fabrication requirements, showing the super-resolution up to λ/105.

Realistic detailed balance study of the quantum efficiency of quantum dot solar cells

An attractive but challenging technology for high efficiency solar energy conversion is the intermediate band solar cell (IBSC), whose theoretical efficiency limit is 63%, yet which has so far failed to yield high efficiencies in practice. The most advanced IBSC technology is that based on quantum dots (QDs): the QD-IBSC. In this paper, k·p calculations of photon absorption in the QDs are combined with a multi-level detailed balance model. The model has been used to reproduce the measured quantum efficiency of a real QD-IBSC and its temperature dependence. This allows the analysis of individual sub-bandgap transition currents, which has as yet not been possible experimentally, yielding a deeper understanding of the failure of current QD-IBSCs. Based on the agreement with experimental data, the model is believed to be realistic enough to evaluate future QD-IBSC proposals.

Comportamiento frente a la durabilidad de morteros de reparación de cemento modificados con polímeros

El auge que ha surgido en los últimos años por la reparación de edificios y estructuras construidas con hormigón ha llevado al desarrollo de morteros de reparación cada vez más tecnológicos. En el desarrollo de estos morteros por parte de los fabricantes, surge la disyuntiva en el uso de los polímeros en sus formulaciones, por no encontrarse justificado en ocasiones el trinomio prestaciones/precio/aplicación. En esta tesis se ha realizado un estudio exhaustivo para la justificación de la utilización de estos morteros como morteros de reparación estructural como respuesta a la demanda actual disponiéndolo en tres partes: En la primera parte se realizó un estudio del arte de los morteros y sus constituyentes. El uso de los morteros se remonta a la antigüedad, utilizándose como componentes yeso y cal fundamentalmente. Los griegos y romanos desarrollaron el concepto de morteros de cal, introduciendo componentes como las puzolanas, cales hidraúlicas y áridos de polvo de mármol dando origen a morteros muy parecidos a los hormigones actuales. En la edad media y renacimiento se perdió la tecnología desarrollada por los romanos debido al extenso uso de la piedra en las construcciones civiles, defensivas y religiosas. Hubo que esperar hasta el siglo XIX para que J. Aspdin descubriese el actual cemento como el principal compuesto hidraúlico. Por último y ya en el siglo XX con la aparición de moléculas tales como estireno, melanina, cloruro de vinilo y poliésteres se comenzó a desarrollar la industria de los polímeros que se añadieron a los morteros dando lugar a los “composites”. El uso de polímeros en matrices cementantes dotan al mortero de propiedades tales como: adherencia, flexibilidad y trabajabilidad, como ya se tiene constancia desde los años 30 con el uso de caucho naturales. En la actualidad el uso de polímeros de síntesis (polivinialacetato, estireno-butadieno, viniacrílico y resinas epoxi) hacen que principalmente el mortero tenga mayor resistencia al ataque del agua y por lo tanto aumente su durabilidad ya que se minimizan todas las reacciones de deterioro (hielo, humedad, ataque biológico,…). En el presente estudio el polímero que se utilizó fue en estado polvo: polímero redispersable. Estos polímeros están encapsulados y cuando se ponen en contacto con el agua se liberan de la cápsula formando de nuevo el gel. En los morteros de reparación el único compuesto hidraúlico que hay es el cemento y es el principal constituyente hoy en día de los materiales de construcción. El cemento se obtiene por molienda conjunta de Clínker y yeso. El Clínker se obtiene por cocción de una mezcla de arcillas y calizas hasta una temperatura de 1450-1500º C por reacción en estado fundente. Para esta reacción se deben premachacar y homogeneizar las materias primas extraídas de la cantera. Son dosificadas en el horno con unas proporciones tales que cumplan con unas relación de óxidos tales que permitan formar las fases anhidras del Clínker C3S, C2S, C3A y C4AF. De la hidratación de las fases se obtiene el gel CSH que es el que proporciona al cemento de sus propiedades. Existe una norma (UNE-EN 197-1) que establece la composición, especificaciones y tipos de cementos que se fabrican en España. La tendencia actual en la fabricación del cemento pasa por el uso de cementos con mayores contenidos de adiciones (cal, puzolana, cenizas volantes, humo de sílice,…) con el objeto de obtener cementos más sostenibles. Otros componentes que influyen en las características de los morteros son: - Áridos. En el desarrollo de los morteros se suelen usar naturales, bien calizos o silícicos. Hacen la función de relleno y de cohesionantes de la matriz cementante. Deben ser inertes - Aditivos. Son aquellos componentes del mortero que son dosificados en una proporción menor al 5%. Los más usados son los superplastificantes por su acción de reductores de agua que revierte en una mayor durabilidad del mortero. Una vez analizada la composición de los morteros, la mejora tecnológica de los mismos está orientada al aumento de la durabilidad de su vida en obra. La durabilidad se define como la capacidad que éste tiene de resistir a la acción del ambiente, ataques químicos, físicos, biológicos o cualquier proceso que tienda a su destrucción. Estos procesos dependen de factores tales como la porosidad del hormigón y de la exposición al ambiente. En cuanto a la porosidad hay que tener en cuenta la distribución de macroporos, mesoporos y microporos de la estructura del hormigón, ya que no todos son susceptibles de que se produzca el transporte de agentes deteriorantes, provocando tensiones internas en las paredes de los mismos y destruyendo la matriz cementante Por otro lado los procesos de deterioro están relacionados con la acción del agua bien como agente directo o como vehículo de transporte del agente deteriorante. Un ambiente que resulta muy agresivo para los hormigones es el marino. En este caso los procesos de deterioro están relacionados con la presencia de cloruros y de sulfatos tanto en el agua de mar como en la atmosfera que en combinación con el CO2 y O2 forman la sal de Friedel. El deterioro de las estructuras en ambientes marinos se produce por la debilitación de la matriz cementante y posterior corrosión de las armaduras que provocan un aumento de volumen en el interior y rotura de la matriz cementante por tensiones capilares. Otras reacciones que pueden producir estos efectos son árido-álcali y difusión de iones cloruro. La durabilidad de un hormigón también depende del tipo de cemento y su composición química (cementos con altos contenidos de adición son más resistentes), relación agua/cemento y contenido de cemento. La Norma UNE-EN 1504 que consta de 10 partes, define los productos para la protección y reparación de estructuras de hormigón, el control de calidad de los productos, propiedades físico-químicas y durables que deben cumplir. En esta Norma se referencian otras 65 normas que ofrecen los métodos de ensayo para la evaluación de los sistemas de reparación. En la segunda parte de esta Tesis se hizo un diseño de experimentos con diferentes morteros poliméricos (con concentraciones de polímero entre 0 y 25%), tomando como referencia un mortero control sin polímero, y se estudiaron sus propiedades físico-químicas, mecánicas y durables. Para mortero con baja proporción de polímero se recurre a sistemas monocomponentes y para concentraciones altas bicomponentes en la que el polímero está en dispersión acuosa. Las propiedades mecánicas medidas fueron: resistencia a compresión, resistencia a flexión, módulo de elasticidad, adherencia por tracción directa y expansión-retracción, todas ellas bajo normas UNE. Como ensayos de caracterización de la durabilidad: absorción capilar, resistencia a carbonatación y adherencia a tracción después de ciclos hielo-deshielo. El objeto de este estudio es seleccionar el mortero con mejor resultado general para posteriormente hacer una comparativa entre un mortero con polímero (cantidad optimizada) y un mortero sin polímero. Para seleccionar esa cantidad óptima de polímero a usar se han tenido en cuenta los siguientes criterios: el mortero debe tener una clasificación R4 en cuanto a prestaciones mecánicas al igual que para evaluar sus propiedades durables frente a los ciclos realizados, siempre teniendo en cuenta que la adición de polímero no puede ser elevada para hacer el mortero competitivo. De este estudio se obtuvieron las siguientes conclusiones generales: - Un mortero normalizado no cumple con propiedades para ser clasificado como R3 o R4. - Sin necesidad de polímero se puede obtener un mortero que cumpliría con R4 para gran parte de las características medidas - Es necesario usar relaciones a:c< 0.5 para conseguir morteros R4, - La adición de polímero mejora siempre la adherencia, abrasión, absorción capilar y resistencia a carbonatación - Las diferentes proporciones de polímero usadas siempre suponen una mejora tecnológica en propiedades mecánicas y de durabilidad. - El polímero no influye sobre la expansión y retracción del mortero. - La adherencia se mejora notablemente con el uso del polímero. - La presencia de polímero en los morteros mejoran las propiedades relacionadas con la acción del agua, por aumento del poder cementante y por lo tanto de la cohesión. El poder cementante disminuye la porosidad. Como consecuencia final de este estudio se determinó que la cantidad óptima de polímero para la segunda parte del estudio es 2.0-3.5%. La tercera parte consistió en el estudio comparativo de dos morteros: uno sin polímero (mortero A) y otro con la cantidad optimizada de polímero, concluida en la parte anterior (mortero B). Una vez definido el porcentaje de polímeros que mejor se adapta a los resultados, se plantea un nuevo esqueleto granular mejorado, tomando una nueva dosificación de tamaños de áridos, tanto para el mortero de referencia, como para el mortero con polímeros, y se procede a realizar los ensayos para su caracterización física, microestructural y de durabilidad, realizándose, además de los ensayos de la parte 1, mediciones de las propiedades microestructurales que se estudiaron a través de las técnicas de porosimetría de mercurio y microscopia electrónica de barrido (SEM); así como propiedades del mortero en estado fresco (consistencia, contenido de aire ocluido y tiempo final de fraguado). El uso del polímero frente a la no incorporación en la formulación del mortero, proporcionó al mismo de las siguientes ventajas: - Respecto a sus propiedades en estado fresco: El mortero B presentó mayor consistencia y menor cantidad de aire ocluido lo cual hace un mortero más trabajable y más dúctil al igual que más resistente porque al endurecer dejará menos huecos en su estructura interna y aumentará su durabilidad. Al tener también mayor tiempo de fraguado, pero no excesivo permite que la manejabilidad para puesta en obra sea mayor, - Respecto a sus propiedades mecánicas: Destacar la mejora en la adherencia. Es una de las principales propiedades que confiere el polímero a los morteros. Esta mayor adherencia revierte en una mejora de la adherencia al soporte, minimización de las posibles reacciones en la interfase hormigón-mortero y por lo tanto un aumento en la durabilidad de la reparación ejecutada con el mortero y por consecuencia del hormigón. - Respecto a propiedades microestructurales: la porosidad del mortero con polímero es menor y menor tamaño de poro critico susceptible de ser atacado por agentes externos causantes de deterioro. De los datos obtenidos por SEM no se observaron grandes diferencias - En cuanto a abrasión y absorción capilar el mortero B presentó mejor comportamiento como consecuencia de su menor porosidad y su estructura microscópica. - Por último el comportamiento frente al ataque de sulfatos y agua de mar, así como al frente de carbonatación, fue más resistente en el mortero con polímero por su menor permeabilidad y su menor porosidad. Para completar el estudio de esta tesis, y debido a la gran importancia que están tomando en la actualidad factores como la sostenibilidad se ha realizado un análisis de ciclo de vida de los dos morteros objeto de estudio de la segunda parte experimental.In recent years, the extended use of repair materials for buildings and structures made the development of repair mortars more and more technical. In the development of these mortars by producers, the use of polymers in the formulations is a key point, because sometimes this use is not justified when looking to the performance/price/application as a whole. This thesis is an exhaustive study to justify the use of these mortars as a response to the current growing demand for structural repair. The thesis is classified in three parts:The first part is the study of the state of the art of mortars and their constituents.In ancient times, widely used mortars were based on lime and gypsum. The Greeks and Romans developed the concept of lime mortars, introducing components such as pozzolans, hydraulic limes and marble dust as aggregates, giving very similar concrete mortars to the ones used currently. In the middle Age and Renaissance, the technology developed by the Romans was lost, due to the extensive use of stone in the civil, religious and defensive constructions. It was not until the 19th century, when J. Aspdin discovered the current cement as the main hydraulic compound. Finally in the 20th century, with the appearance of molecules such as styrene, melanin, vinyl chloride and polyester, the industry began to develop polymers which were added to the binder to form special "composites".The use of polymers in cementitious matrixes give properties to the mortar such as adhesion, Currently, the result of the polymer synthesis (polivynilacetate, styrene-butadiene, vynilacrylic and epoxy resins) is that mortars have increased resistance to water attack and therefore, they increase their durability since all reactions of deterioration are minimised (ice, humidity, biological attack,...). In the present study the polymer used was redispersible polymer powder. These polymers are encapsulated and when in contact with water, they are released from the capsule forming a gel.In the repair mortars, the only hydraulic compound is the cement and nowadays, this is the main constituent of building materials. The current trend is centered in the use of higher contents of additions (lime, pozzolana, fly ash, silica, silica fume...) in order to obtain more sustainable cements. Once the composition of mortars is analyzed, the technological improvement is centred in increasing the durability of the working life. Durability is defined as the ability to resist the action of the environment, chemical, physical, and biological attacks or any process that tends to its destruction. These processes depend on factors such as the concrete porosity and the environmental exposure. In terms of porosity, it be considered, the distribution of Macropores and mesopores and pores of the concrete structure, since not all of them are capable of causing the transportation of damaging agents, causing internal stresses on the same walls and destroying the cementing matrix.In general, deterioration processes are related to the action of water, either as direct agent or as a transport vehicle. Concrete durability also depends on the type of cement and its chemical composition (cement with high addition amounts are more resistant), water/cement ratio and cement content. The standard UNE-EN 1504 consists of 10 parts and defines the products for the protection and repair of concrete, the quality control of products, physical-chemical properties and durability. Other 65 standards that provide the test methods for the evaluation of repair systems are referenced in this standard. In the second part of this thesis there is a design of experiments with different polymer mortars (with concentrations of polymer between 0 and 25%), taking a control mortar without polymer as a reference and its physico-chemical, mechanical and durable properties were studied. For mortars with low proportion of polymer, 1 component systems are used (powder polymer) and for high polymer concentrations, water dispersion polymers are used. The mechanical properties measured were: compressive strength, flexural strength, modulus of elasticity, adhesion by direct traction and expansion-shrinkage, all of them under standards UNE. As a characterization of the durability, following tests are carried out: capillary absorption, resistance to carbonation and pull out adhesion after freeze-thaw cycles. The target of this study is to select the best mortar to make a comparison between mortars with polymer (optimized amount) and mortars without polymer. To select the optimum amount of polymer the following criteria have been considered: the mortar must have a classification R4 in terms of mechanical performance as well as in durability properties against the performed cycles, always bearing in mind that the addition of polymer cannot be too high to make the mortar competitive in price. The following general conclusions were obtained from this study: - A standard mortar does not fulfill the properties to be classified as R3 or R4 - Without polymer, a mortar may fulfill R4 for most of the measured characteristics. - It is necessary to use relations w/c ratio < 0.5 to get R4 mortars - The addition of polymer always improves adhesion, abrasion, capillary absorption and carbonation resistance - The different proportions of polymer used always improve the mechanical properties and durability. - The polymer has no influence on the expansion and shrinkage of the mortar - Adhesion is improved significantly with the use of polymer. - The presence of polymer in mortars improves the properties related to the action of the water, by the increase of the cement power and therefore the cohesion. The cementitious properties decrease the porosity. As final result of this study, it was determined that the optimum amount of polymer for the second part of the study is 2.0 - 3.5%. The third part is the comparative study between two mortars: one without polymer (A mortar) and another with the optimized amount of polymer, completed in the previous part (mortar B). Once the percentage of polymer is defined, a new granular skeleton is defined, with a new dosing of aggregate sizes, for both the reference mortar, the mortar with polymers, and the tests for physical, microstructural characterization and durability, are performed, as well as trials of part 1, measurements of the microstructural properties that were studied by scanning electron microscopy (SEM) and mercury porosimetry techniques; as well as properties of the mortar in fresh State (consistency, content of entrained air and final setting time). The use of polymer versus non polymer mortar, provided the following advantages: - In fresh state: mortar with polymer presented higher consistency and least amount of entrained air, which makes a mortar more workable and more ductile as well as more resistant because hardening will leave fewer gaps in its internal structure and increase its durability. Also allow it allows a better workability because of the longer (not excessive) setting time. - Regarding the mechanical properties: improvement in adhesion. It is one of the main properties which give the polymer to mortars. This higher adhesion results in an improvement of adhesion to the substrate, minimization of possible reactions at the concrete-mortar interface and therefore an increase in the durability of the repair carried out with mortar and concrete. - Respect to microstructural properties: the porosity of mortar with polymer is less and with smaller pore size, critical to be attacked by external agents causing deterioration. No major differences were observed from the data obtained by SEM - In terms of abrasion and capillary absorption, polymer mortar presented better performance as a result of its lower porosity and its microscopic structure. - Finally behavior against attack by sulfates and seawater, as well as to carbonation, was better in the mortar with polymer because of its lower permeability and its lower porosity. To complete the study, due to the great importance of sustainability for future market facts, the life cycle of the two mortars studied was analysed.

Methodology based on FBG sensors for monitoring of FRP-strengthened beams

Advanced composite materials are increasingly used in the strengthening of reinforced concrete (RC) structures. The use of externally bonded strips made of fibre-reinforced plastics (FRP) as strengthening method has gained widespread acceptance in recent years since it has many advantages over the traditional techniques. However, unfortunately, this strengthening method is often associated with a brittle and sudden failure caused by some form of FRP bond failure, originated at the termination of the FRP material or at intermediate areas in the vicinity of flexural cracks in the RC beam. Up to date, little effort in the early prediction of the debonding in its initial instants even though this effect is not noticeable by simple visual observation. An early detection of this phenomenon might help in taking actions to prevent future catastrophes. Fibre-optic Bragg grating (FBG) sensors are able to measure strains locally with high resolution and accuracy. Furthermore, as their physical size is extremely small compared with other strain measuring components, it enables to be embedded at the concrete-FRP interface for determining the strain distribution without influencing the mechanical properties of the host materials. This paper shows the development of a debonding identification methodology based on strains experimentally measured. For, it a simplified model is implemented to simulate the behaviour of FRP-strengthened reinforced concrete beams. This model is taken as a basis to. develop an model updating procedure able to detect minor debonding at the concrete-FRP interface from experimental strains obtained by using FBG sensors embedded at the interface

Tailoring the porosity of chemically activated hydrothermal carbons: Influence of the precursor and hydrothermal carbonization temperature

Advanced porous materials with tailored porosity (extremely high development of microporosity together with a narrow micropore size distribution (MPSD)) are required in energy and environmental related applications. Lignocellulosic biomass derived HTC carbons are good precursors for the synthesis of activated carbons (ACs) via KOH chemical activation. However, more research is needed in order to tailor the microporosity for those specific applications. In the present work, the influence of the precursor and HTC temperature on the porous properties of the resulting ACs is analyzed, remarking that, regardless of the precursor, highly microporous ACs could be generated. The HTC temperature was found to be an extremely influential parameter affecting the porosity development and the MPSD of the ACs. Tuning of the MPSD of the ACs was achieved by modification of the HTC temperature. Promising preliminary results in gas storage (i.e. CO2 capture and high pressure CH4 storage) were obtained with these materials, showing the effectiveness of this synthesis strategy in converting a low value lignocellulosic biomass into a functional carbon material with high performance in gas storage applications.

SERS Active Surface in Two Steps, Patterning and Metallization

Robust and reproducible metallized nano/microstructured surfaces of polymeric surfaces have been successfully prepared by direct laser interference patterning (DLIP) of commercial polymeric films followed by sputtering of metallic thin films. The SERS spectra for 2-thioaniline adsorbed on a structured polycarbonate surfaces covered with a gold or platinum film showed a ca. three order of magnitude enhancement over a flat surface with the same metal film. The method here reported is suitable for mass production of substrates for SERS since large areas (several cm2) can be structured in ca. 1–5 s.

Properties and performance of polymer modified cements and mortars

Polymer modified cements and mortars have become popular for use as patch repair materials. General evidence suggests that these materials offer considerable improvements compared to traditional mortars although the mechanisms for this are not fully understood. This work elucidates the factors which govern some properties and performance of different polymer systems. In view of the wide range of commercial systems available, investigations concentrated on the use of three of the most commonly available groups of polymers. These were: (1) Styrene Butadiene Rubber (SBR), (2) Acrylics and, (3) Ethylene Vinyl Acetates (EVA). The later two were in the form of both emulsions and redispersible powders. Experiments concentrated on: (1) Rheological behaviour of polymer modified cement pastes; (2) Workability of polymer modified mortars; (3) Influence of curing conditions on the pore size distribution and diffusion of chloride ions; (4) Bond strength of polymer modified cement and mortar patches; and (5) Microscopic examination and semi-quantitative analyses of the bulk and interfacial microstructures. The following main conclusions were reached: (1) The addition of polymer emulsions have a considerable influence on the workability of fresh cement pastes, the extent of this depending on the type of system used. (2) The rheological parameters of fresh polymer modified mortars can be established using a two-point workability test which may be used when comparing the properties of different systems at constant workability. (3) Curing conditions affect the properties of polymer modified systems and a wet/dry curing regime was essential for good adhesion of these materials to mortar substrates. (4) In contrast, the wet/dry curing regime resulted in a curing affected zone at the surface of patch materials. This can result in a much coarser pore structure and enhanced diffusion of e.g. chloride ions. (5) The microstructure of polymer modified systems was very different compared with the unmodified cement/mortar and varied depending on curing conditions.

A study of new product market search and user adoption

The research was carried out in the Aviation Division of Dunlop Limited and was initiated as a search for more diverse uses for carbon/carbon composites. An assumed communication model of adoption was refined by introducing the concept of a two way search after making cross industry comparisons of supplier and consumer behaviour. This research has examined methods of searching for new uses for advanced technology materials. Two broad approaches were adopted. First, a case history approach investigated materials that had been in a similar oosition to carbon/carbon to see how other material producing firms had tackled the problem. Second, a questionnaire survey among industrialists examined: the role and identity of material decision makers in different sized firms; the effectiveness of various information sources and channels; and the material adoption habits of different industries. The effectiveness of selected information channels was further studied by monitoring the response to publicity given to carbon/carbon. A flow chart has been developed from the results of this research which should help any material producing firm that is contemplating the introduction of a new material to the world market. Further benefit to our understanding of the innovation and adoption of new materials would accrue from work in the followino areas: "micro" type case histories; understanding more fully the role of product champions or promoters; investigating the phase difference between incremental and radical type innovations for materials; examining the relationship between the adoption rate of new materials and the advance of technology; studying the development of cost per unit function methods for material selection; and reviewing the benefits that economy of scale studies can have on material developments. These are all suggested areas for further work.

The effect of bioglass addition on mechanical and physical properties of photoactive UDMA-TEGDMA resin composites

Light curable dimethacrylate resin composites undergo free radical photopolymerisation in response to blue light (wavelength 450-500 nm) and may offer superior handling and setting characteristics for novel hard tissue repair materials. The current investigation aims to determine the optimum formulation of bisphenol-A glycidyl methacrylate and triethyleneglycoldimethacrylate (bisGMA/TEGDMA) or urethane dimethacrylate (UDMA)/TEGDMA resin mixtures and the effect of Bioglass incorporation on the rate of polymerisation (RP), degree of conversion (DC) and flexural strength (FS) of light-curable filled resin composites (FRCs). Experimental photoactive resins containing a range of bisGMA, UDMA and TEGDMA ratios and/or filled with non-silanised irregular or spherical 45S5-Bioglass (50 μm; 5-40 wt%) and/or silanised silicate glass filler particulates (0.7 μm; 50-70 wt%) were tested. RP and DC were analysed in real-time using nearinfrared spectroscopy. FS of resins and FRCs were determined using three-point flexural strength tests. UDMA/TEGDMA resins exhibited increased DC compared with bisGMA/TEGDMA resins (p<0.05). The addition of spherical particles of Bioglass had a detrimental effect on the FS (p>0.05), whereas they increased DC of UDMA/TEGDMA resins (p<0.05). Addition of irregular shaped Bioglass particles increased the FS of UDMA/TEGDMA resins up to 20 wt% Bioglass (p<0.05). The flexibility and strength conferred by the urethane group in UDMA may result in enhanced physical and mechanical properties compared with conventional resins containing bulky (bisGMA) molecules. Addition of 45S5-Bioglass with specific filler content, size and morphology resulted in enhanced mechanical and physical properties of UDMA/TEGDMA composites. © (2014) Trans Tech Publications, Switzerland.

Synthesis of Cr and La-codoped SrTiO3 nanoparticles for enhanced photocatalytic performance under sunlight irradiation

In this study, we report a facile polymeric citrate strategy for the synthesis of Cr,La-codoped SrTiO3 nanoparticles. The synthesized samples were well characterized by various analytical techniques. The UV-vis DRS studies reveal that the absorption edge shifts towards the visible light region after doping with Cr, which is highly beneficial for absorbing the visible light in the solar spectrum. More attractively, codoping with La exhibits greatly enhanced photocatalytic activity for the degradation of Rhodamine B under sunlight irradiation. The optimum photocatalytic activity at 1 atom% of Cr,La-codoped SrTiO3 nanoparticles is almost 6 times higher than that of pure SrTiO3 nanoparticles and 3 times higher than that of Cr-doped SrTiO3 nanoparticles. The high photocatalytic performance in the present photocatalytic system is due to codoping with La, which acts as a most effective donor for stabilizing Cr3+ in Cr,La-codoped SrTiO3 nanoparticles. More importantly, the synthesized photocatalysts possess high reusability. A proposed mechanism for the enhanced photocatalytic activity of Cr,La-codoped SrTiO3 nanoparticles was also investigated by trapping experiments. Therefore, our results not only demonstrate the highly efficient visible light photocatalytic activity of the Cr,La-codoped SrTiO3 photocatalyst, but also enlighten the codoping strategy in the design and development of advanced photocatalytic materials for energy and environmental applications.

Fibrillar Elastomeric Micropatterns Create Tunable Adhesion Even to Rough Surfaces

Acknowledgements V.B., N.K.G., and E.A. contributed with conception and experimental design. V.B. performed the experiments. V.B., R.H., A.G., and R.M.M. carried out analysis and interpretation of data. V.B., R.H., A.G., and E.A. wrote the manuscript. V.B. and R.H. contributed equally to this work. V.B. acknowledges funding by SPP 1420 of the German Science Foundation DFG. E.A., N.K.G., and R.H. acknowledge funding from the European Research Council under the European Union/ERC Advanced Grant “Switch2Stick,” Agreement No. 340929.

Nanostructuring Ferroelectrics via Focused Ion Beam Methodologies

As we reach the physical limit of Moore’s law and silicon based electronics, alternative schemes for memory and sensor devices are being proposed on
a regular basis. The properties of ferroelectric materials on the nanoscale are key to developing device applications of this intriguing material class, and nanostructuring has been readily pursued in recent times. Focused ion beam (FIB) microscopy is one of the most signi cant techniques for achieving
this. When applied in tandem with the imaging and nanoscale manipulation afforded by proximal scanning force microscopy tools, FIB-driven nanoscale characterization has demonstrated the power and ability which simply may not be possible by other fabrication techniques in the search for innovative and novel ferroic phenomena. At the same time the process is not without pitfalls; it is time-consuming and success is not always guaranteed thus often being the bane in progress. This balanced review explores a brief history of the relationship between the FIB and ferroelectrics, the fascinating properties it has unveiled, the challenges associated with FIB that have led to alterna- tive nanostructuring techniques and nally new ideas that should be explored using this exciting technique.