Sviluppo, ottimizzazione delle prestazioni e caratterizzazione di materiali compositi a matrice amorfa

Durante l'attività di ricerca sono stati sviluppati tre progetti legati allo sviluppo e ottimizzazione di materiali compositi. In particolare, il primo anno, siamo andati a produrre materiali ceramici ultrarefrattari tenacizzati con fibre di carburo di silicio, riuscendo a migliorare il ciclo produttivo e ottenendo un materiale ottimizzato. Durante il secondo anno di attività ci siamo concentrati nello sviluppo di resine epossidiche rinforzate con particelle di elastomeri florurati che rappresentano un nuovo materiale non presente nel mercato utile per applicazioni meccaniche e navali. L'ultimo anno di ricerca è stato svolto presso il laboratorio materiali di Ansaldo Energia dove è stato studiato il comportamenteo di materiali per turbine a gas.

Sintesi e caratterizzazione di prepolimeri per resine epossidiche derivanti da fonti rinnovabili e naturali attraverso un processo a basso impatto ambientale

La sostituzione di materie prime provenienti da risorse fossili con biomasse rinnovabili, utilizzando un processo a basso impatto ambientale, è una delle più importanti sfide della "Green Chemistry". Allo stesso tempo, la sintesi di resine epossidiche fornisce la chiave per la realizzazione di materiali ad alto valore aggiunto. Tuttavia, ad oggi, il 90% della produzione di resine epossidiche è basato sull'uso di bisfenolo A, che ha effetti di xenoestrogeno, ed epicloridrina, tossica e cancerogena. Su queste basi, è stata individuata una strategia sintetica per la sintesi di prepolimeri innovativi per resine epossidiche, che utilizza come substrato di reazione diidrossibenzeni di origine naturale ed evita l'uso di epicloridrina e altri reagenti tossici o pericolosi. La suddetta strategia sintetica è basata sulla sequenza: allilazione dei diidrossibenzeni - epossidazione dei doppi legami ottenuti. In questa procedura non vengono utilizzati drastiche condizioni di reazione e il solvente è acqua, con una catalisi di trasferimento di fase o, in aggiunte di acetonitrile, in un sistema bifasico. La resa complessiva dei due “step” dipende dalla posizione dei due ossidrili nei diidrossibenzeni. Il reagente che porta la resa massima è l’idrochinone (1,4 diidrossibenzene), che, come riportato in letteratura, permette la formazione di resine epossidiche con proprietà simili alle resine di epicloridrina e bisfenolo A. The substitution of raw materials from fossil fuels with renewable biomass using a low environmental impact process is one of the greatest challenges of the "Green Chemistry". At the same time, the synthesis of epoxy resins provides the key to the realization of high added value materials. However, 90% of the production of epoxy resins is based on the use of bisphenol A, a xenoestrogen, and epichlorohydrin, that is toxic and carcinogenic. On these bases, a synthetic strategy for the synthesis of innovative prepolymers of epoxy resins, that uses dihydroxybenzenes of natural origin as reaction substrates and avoids the use of epichlorohydrin and other toxic or dangerous reagents has been identified. The above synthetic strategy is based on the sequence: allylation of dihydroxybenzenes - epoxidation of the double bonds obtained. In this procedure, drastic reaction conditions are dismissed and the solvent used is water with a phase transfer catalysis or, in addition, acetonitrile in a biphasic system. The overall yield of the two steps depends on the position of the two hydroxyls of the dihydroxybenzenes. The reagent that leads to the highest yield is hydroquinone (1,4 dihydroxybenzene), which, as reported in literature, allows the formation of epoxy resins with similar properties to the resins from bisphenol A and epichlorohydrin.

A new method for continuous quality control of nsm cfrp systems

In the last decade the near-surface mounted (NSM) strengthening technique using carbon fibre reinforced polymers (CFRP) has been increasingly used to improve the load carrying capacity of concrete members. Compared to externally bonded reinforcement (EBR), the NSM system presents considerable advantages. This technique consists in the insertion of carbon fibre reinforced polymer laminate strips into pre-cut slits opened in the concrete cover of the elements to be strengthened. CFRP reinforcement is bonded to concrete with an appropriate groove filler, typically epoxy adhesive or cement grout. Up to now, research efforts have been mainly focused on several structural aspects, such as: bond behaviour, flexural and/or shear strengthening effectiveness, and energy dissipation capacity of beam-column joints. In such research works, as well as in field applications, the most widespread adhesives that are used to bond reinforcements to concrete are epoxy resins. It is largely accepted that the performance of the whole application of NSM systems strongly depends on the mechanical properties of the epoxy resins, for which proper curing conditions must be assured. Therefore, the existence of non-destructive methods that allow monitoring the curing process of epoxy resins in the NSM CFRP system is desirable, in view of obtaining continuous information that can provide indication in regard to the effectiveness of curing and the expectable bond behaviour of CFRP/adhesive/concrete systems. The experimental research was developed at the Laboratory of the Structural Division of the Civil Engineering Department of the University of Minho in Guimar\~aes, Portugal (LEST). The main objective was to develop and propose a new method for continuous quality control of the curing of epoxy resins applied in NSM CFRP strengthening systems. This objective is pursued through the adaptation of an existing technique, termed EMM-ARM (Elasticity Modulus Monitoring through Ambient Response Method) that has been developed for monitoring the early stiffness evolution of cement-based materials. The experimental program was composed of two parts: (i) direct pull-out tests on concrete specimens strengthened with NSM CFRP laminate strips were conducted to assess the evolution of bond behaviour between CFRP and concrete since early ages; and, (ii) EMM-ARM tests were carried out for monitoring the progressive stiffness development of the structural adhesive used in CFRP applications. In order to verify the capability of the proposed method for evaluating the elastic modulus of the epoxy, static E-Modulus was determined through tension tests. The results of the two series of tests were then combined and compared to evaluate the possibility of implementation of a new method for the continuous monitoring and quality control of NSM CFRP applications.

Preparazione di una resina epossidica bio-based e studio delle relative proprietà

Epoxy resins are very diffused materials due to their high added value deriving from high mechanical proprieties and thermal resistance; for this reason they are widely used both as metallic coatings in aerospace and in food packaging. However, their preparation uses dangerous reagents like bisphenol A and epichlorohydrin respectively classified as suspected of causing damage to fertility and to be carcinogen. Therefore, to satisfy the ever-growing attention to environmental problems and human safeness, we are considering alternative “green” processes through the use of reagents obtained as by-products from other processes and mild experimental conditions, and also economically sustainable and attractive for industries. Following previous results, we carried out the reaction leading to the formation of diphenolic acid (DPA), its allylation and the following epoxidation of the double bonds, all in aqueous solvent. In a second step the obtained product were cross-linked at high temperature with and without the use of hardeners. Then, on the obtained resin, some tests were performed like release in aqueous solution, scratch test and DSC analysis.

Comparison of different methods for thin section EM analysis of Mycobacterium smegmatis

Bacteria are generally difficult specimens to prepare for conventional resin section electron microscopy and mycobacteria, with their thick and complex cell envelope layers being especially prone to artefacts. Here we made a systematic comparison of different methods for preparing Mycobacterium smegmatis for thin section electron microscopy analysis. These methods were: (1) conventional preparation by fixatives and epoxy resins at ambient temperature. (2) Tokuyasu cryo-section of chemically fixed bacteria. (3) rapid freezing followed by freeze substitution and embedding in epoxy resin at room temperature or (4) combined with Lowicryl HM20 embedding and ultraviolet (UV) polymerization at low temperature and (5) CEMOVIS, or cryo electron microscopy of vitreous sections. The best preservation of bacteria was obtained with the cryo electron microscopy of vitreous sections method, as expected, especially with respect to the preservation of the cell envelope and lipid bodies. By comparison with cryo electron microscopy of vitreous sections both the conventional and Tokuyasu methods produced different, undesirable artefacts. The two different types of freeze-substitution protocols showed variable preservation of the cell envelope but gave acceptable preservation of the cytoplasm, but not lipid bodies, and bacterial DNA. In conclusion although cryo electron microscopy of vitreous sections must be considered the 'gold standard' among sectioning methods for electron microscopy, because it avoids solvents and stains, the use of optimally prepared freeze substitution also offers some advantages for ultrastructural analysis of bacteria.

Molecular modeling of EPON 862-DETDA polymer

EPON 862 is an epoxy resin which is cured with the hardening agent DETDA to form a crosslinked epoxy polymer and is used as a component in modern aircraft structures. These crosslinked polymers are often exposed to prolonged periods of temperatures below glass transition range which cause physical aging to occur. Because physical aging can compromise the performance of epoxies and their composites and because experimental techniques cannot provide all of the necessary physical insight that is needed to fully understand physical aging, efficient computational approaches to predict the effects of physical aging on thermo-mechanical properties are needed. In this study, Molecular Dynamics and Molecular Minimization simulations are being used to establish well-equilibrated, validated molecular models of the EPON 862-DETDA epoxy system with a range of crosslink densities using a united-atom force field. These simulations are subsequently used to predict the glass transition temperature, thermal expansion coefficients, and elastic properties of each of the crosslinked systems for validation of the modeling techniques. The results indicate that glass transition temperature and elastic properties increase with increasing levels of crosslink density and the thermal expansion coefficient decreases with crosslink density, both above and below the glass transition temperature. The results also indicate that there may be an upper limit to crosslink density that can be realistically achieved in epoxy systems. After evaluation of the thermo-mechanical properties, a method is developed to efficiently establish molecular models of epoxy resins that represent the corresponding real molecular structure at specific aging times. Although this approach does not model the physical aging process, it is useful in establishing a molecular model that resembles the physically-aged state for further use in predicting thermo-mechanical properties as a function of aging time. An equation has been predicted based on the results which directly correlate aging time to aged volume of the molecular model. This equation can be helpful for modelers who want to study properties of epoxy resins at different levels of aging but have little information about volume shrinkage occurring during physical aging.

Casting materials and their application in research and teaching

From a biological point of view, casting refers to filling of anatomical and/or pathological spaces with extraneous material that reproduces a three-dimensional replica of the space. Casting may be accompanied by additional procedures such as corrosion, in which the soft tissue is digested out, leaving a clean cast, or the material may be mixed with radiopaque substances to allow x-ray photography or micro computed topography (µCT) scanning. Alternatively, clearing of the surrounding soft tissue increases transparency and allows visualization of the casted cavities. Combination of casting with tissue fixation allows anatomical dissection and didactic surgical procedures on the tissue. Casting materials fall into three categories namely, aqueous substances (India ink, Prussian blue ink), pliable materials (gelatins, latex, and silicone rubber), or hard materials (methyl methacrylates, polyurethanes, polyesters, and epoxy resins). Casting has proved invaluable in both teaching and research and many phenomenal biological processes have been discovered through casting. The choice of a particular material depends inter alia on the targeted use and the intended subsequent investigative procedures, such as dissection, microscopy, or µCT. The casting material needs to be pliable where anatomical and surgical manipulations are intended, and capillary-passable for ultrastructural investigations.

Free-Form, High Energy Performance, Transparent Envelope

This article examines, from the energy viewpoint, a new lightweight, slim, high energy efficient, light-transmitting envelope system, providing for seamless, free-form designs for use in architectural projects. The research was based on envelope components already existing on the market, especially components implemented with granular silica gel insulation, as this is the most effective translucent thermal insulation there is today. The tests run on these materials revealed that there is not one that has all the features required of the new envelope model, although some do have properties that could be exploited to generate this envelope, namely, the vacuum chamber of vacuum insulated panels (VIP), the monolithic aerogel used as insulation in some prototypes, reinforced polyester barriers. By combining these three design components — the high-performance thermal insulation of the vacuum chamber combined with monolithic silica gel insulation, the free-form design potential provided by materials like reinforced polyester and epoxy resins—, we have been able to define and test a new, variable geometry, energy-saving envelope system.

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.

Effects of Bisphenol A on ion channels: Experimental evidence and molecular mechanisms

Bisphenol A (BPA) is an endocrine-disrupting chemical (EDC) produced in huge quantities in the manufacture of polycarbonate plastics and epoxy resins. It is present in most humans in developed countries, acting as a xenoestrogen and it is considered an environmental risk factor associated to several diseases. Among the whole array of identified mechanisms by which BPA can interfere with physiological processes in living organisms, changes on ion channel activity is one of the most poorly understood. There is still little evidence about BPA regulation of ion channel expression and function. However, this information is key to understand how BPA disrupts excitable and non-excitable cells, including neurons, endocrine cells and muscle cells. This report is the result of a comprehensive literature review on the effects of BPA on ion channels. We conclude that there is evidence to say that these important molecules may be key end-points for EDCs acting as xenoestrogens. However, more research on channel-mediated BPA effects is needed. Particularly, mechanistic studies to unravel the pathophysiological actions of BPA on ion channels at environmentally relevant doses.

Water exposure of stressed graphite fiber composites /

Mode of access: Internet.

Thermosetting Blends of Polybenzoxazine and Poly(ε-caprolactone): Phase Behavior and Intermolecular Specific Interactions

Polybenzoxazine (PBA-a)/poly(epsilon-caprolactone) (PCL) blends were prepared by an in situ curing reaction of benzoxazine (BA-a) in the presence of PCL. Before curing, the benzoxazine (BA-a)/PCL blends are miscible, which was evidenced by the behaviors of single and composition-dependant glass transition temperature and equilibrium melting point depression. However, the phase separation induced by polymerization was observed after curing at elevated temperature. It was expected that after curing, the PBA-a/PCL blends would be miscible since the phenolic hydroxyls in the PBA-a molecular backbone have the potential to form inter- molecular hydrogen-bonding interactions with the carbonyls of PCL and thus would fulfil the miscibility of the blends. The resulting morphology of the blends prompted an investigation of the status of association between PBA-a and PCL under the curing conditions. Although Fourier-transform infrared spectroscopy (FT-IR) showed that there were intermolecular hydrogen-bonding interactions between PBA-a and PCL at room temperature, especially for the PCL-rich blends, the results of variable temperature FT-IR spectroscopy by the model compound indicate that the phenolic hydroxyl groups could not form efficient intermolecular hydrogen-bonding interactions at elevated temperatures, i.e., the phenolic hydroxyl groups existed mainly in the non-associated form in the system during curing. The results are valuable to understand the effect of curing temperature on the resulting morphology of the thermosetting blends. SEM micrograph of the dichloromethane-etched fracture surface of a 90:10 PBA-a PCL blend showing a heterogeneous morphology.

BPA occupational exposure assessment in Europe: a scientific gap

Bisphenol A (BPA), 2,2-bis(4-hydroxyphenyl) propane one is of the greatest volume industrial chemicals utilized in the world with increased production every year. Environmental exposure to this xenoestrogen is considered a generalized phenomenon with a Tolerable Daily Intake (TDI) of4 µg/kg body weight/day established by the European Food Safety Authority. Several studies have focused in estimate human daily intake and potential associated health effects of environmental exposures, however despite of the massive BPA production and consumption in European countries, with policarbonate and epoxy resins as the major applications, occupational exposure to BPA have been overlooked and considered safe by the European authorities.

Design of unique composites based on aromatic thermosetting copolyesters

Aromatic thermosetting copolyester (ATSP) has promise in high-temperature applications. It can be employed as a bulk polymer, as a coating and as a matrix for carbon fiber composites (ATSP/C composites). This work focuses on the applications of high performance ATSP/C composites. The morphology of the ATSP matrix in the presence of carbon fiber was studied. The effect of liquid crystalline character of starting oligomers used to prepare ATSP on the final crystal structure of the ATSP/C composite was evaluated. Matrices obtained by crosslinking of both liquid crystalline oligomers (ATSP2) and non-liquid crystalline oligomers (ATSP1) tend to crystallize in presence of carbon fibers. The crystallite size of ATSP2 is 4 times that of ATSP1. Composites made from ATSP2 yield tougher matrices compared to those made from ATSP1. Thus toughened matrices could be achieved without incorporating any additives by just changing the morphology of the final polymer. The flammability characteristics of ATSP were also studied. The limiting oxygen index (LOI) of bulk ATSP was found to be 40% whereas that of ATSP/C composites is estimated to be 85%. Thus, ATSP shows potential to be used as a flame resistant material, and also as an aerospace reentry shield. Mechanical properties of the ATSP/C composite were characterized. ATSP was observed to bond strongly with reinforcing carbon fibers. The tensile strength, modulus and shear modulus were comparable to those of conventionally used high temperature epoxy resins. ATSP shows a unique capability for healing of interlaminar cracks on application of heat and pressure, via the Interchain Transesterification Reaction (ITR). ITR can also be used for reduction in void volume and healing of microcracks. Thus, ATSP resin systems provide a unique intrinsic repair mechanism compared to any other thermosetting systems in use today. Preliminary studies on measurement of residual stresses for ATSP/C composites indicate that the stresses induced are much lower than that in epoxy/C composites. Thermal fatigue testing suggests that ATSP shows better resistance to microcracking compared to epoxy resins.

Cure processing modeling and cure cycle simulation of epoxy-terminated poly(phenylene ether ketone) .1. DSC characterization of curing reaction

The curing reaction process of epoxy-terminated poly(phenylene ether ketone) (E-PEK) with 4,4'-diaminodiphenyl sulfone (DDS) and hexahydrophthalic acid anhydride (Nadic) as curing agents was investigated using isothermal differential scanning calorimetry (IDSC) and nonisothermal differential scanning calorimetry (DDSC) techniques. It was found that the curing reactions of E-PEK/DDS and E-PEK/Nadic are nth-order reactions but not autoaccelerating. The experimental results revealed that the curing reaction kinetics parameters measured from IDSC and DDSC are not equivalent. This means that, in the curing reaction kinetics model for our E-PEK system, both isothermal and nonisothermal reaction kinetics parameters are needed to describe isothermal and nonisothermal curing processes, The isothermal and nonisothermal curing processes were successfully simulated using this model. A new extrapolation method was suggested. On the basis of this method the maximum extent of the curing reaction (A(ult)) that is able to reach a certain temperature can be predicted. The A(ult) for the E-PEK system estimated by the new method agrees well with the results obtained from another procedure reported in the literature. (C) 1997 John Wiley & Sons, Inc.