Plasma Treatment to Improve the Surface Properties of Recycled Post-Consumer PVC

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

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.

Surface coating deterioration studies

This project is concerned with the deterioration of surface coatings as a result of weathering and exposure to a pollutant gas (in this case nitric oxide). Poly(vinyl chloride) (PVC) plastisol surface coatings have been exposed to natural and artificial weathering and a comparison of the effects of these two types of weathering has been made by use of various analytical techniques. These techniques have each been assessed as to their value in providing information regarding changes taking place in the coatings during ageing, and include, goniophotometry, micro-penetrometry, surface energy measurements, weight loss measurements, thermal analysis and scanning electron microscopy. The results of each of these studies have then been combined to show the changes undergone by PVC plastisol surface coatings during ageing and to show the effects which additives to the coatings have on their behaviour and in particular the effects of plasticiser, pigment and uv and thermal stabilisers. Finally a preliminary study of the interaction between five commercial polymers and nitric oxide has been carried out, the polymers being polypropylene, cellulose acetate butyrate, polystyrene, polyethylene terephthalate and polycarbonate. Each of the samples was examined using infra-red spectroscopy in the transmission mode.

The cytochrome P-450 isoenzyme CYP2E1 in the biological processing of industrial chemicals : consequences for occupational and environmental medicine

The importance of the isoform CYP2E1 of the human cytochrome P-450 superfamily of enzymes for occupational and environmental medicine is derived from its unique substrate spectrum that includes a number of highly important high-production chemicals, such as aliphatic and aromatic hydrocarbons, solvents and industrial monomers (i.a. alkanes, alkenes, aromatic and halogenated hydrocarbons). Many polymorphic genes, such as CYP2E1, show considerable differences in allelic distribution between different human populations. The polymorphic nature of the human CYP2E1 gene is significant for inter-individual differences in toxicity of its substrates. Since the substrate spectrum of CYP2E1 includes many compounds of basic relevance to industrial toxicology, a rationale for metabolic interactions of different CYP2E1 substrates is provided. In-depth research into the inter-individual phenotypic differences of human CYP2E1 enzyme activities was enabled by the recognition that the 6-hydroxylation of the drug chlorzoxazone is mediated by CYP2E1. Studies on CYP2E1 phenotyping have pointed to inter-individual variations in enzyme activities. There are consistent ethnic differences in CYP2E1 enzyme expression, mostly demonstrated between European and Japanese populations, which point to a major impact of genetic factors. The most frequently studied genetic polymorphisms are the restriction fragment length polymorphisms PstI/RsaI (mutant allele: CYP2E1*5B) located in the 5′-flanking region of the gene, as well as the DraI polymorphism (mutant allele: CYP2E1*6) located in intron 6. These polymorphisms are partly related, as they form the common allele designated CYP2E1*5A. Striking inter-ethnic differences between Europeans and Asians appear with respect to the frequencies of the CYP2E1*5A allele (only approximately 5% of Europeans are heterozygous, but 37% of Asians are, whilst 6% of Asians are homozygous). Available studies indicate a wide variation in human CYP2E1 expression, which are very likely based on complex gene-environment interactions. Major inter-ethnic differences are apparent on the genotyping and the phenotyping levels. Selected cases are presented where inter-ethnic variations of CYP2E1 may provide likely explanations for unexplained findings concerning industrial chemicals that are CYP2E1 substrates. Possible consequences of differential inter-individual and inter-ethnic susceptibilities are related to individual expressions of clinical symptoms of chemical toxicity, to results of biological monitoring of exposed workers, and to the interpretation of results of epidemiological or molecular-epidemiological studies.

Effect of Pressure on Polymer Ignition

Auto-ignition temperature of polystyrene, poly(vinyl chloride) and carboxy terminated polybutadiene has been measured at various oxygen pressures (1-28 atm) in a high pressure differential thermal analysis assembly at a heating rate of 10°C/min. The exothermic peak appears between 250-350°C in polystyrene and poly(vinyl chloride) and between 150-200°C for carboxy terminated polybutadiene. Ignition appears to be controlled by in situ forma tion and degradation of polymeric peroxides. Inverse dependence of ignition temperature on oxygen pressure is explained by the rate equation which con siders that ignition of a particular sample, of a fixed geometry, occurs when gasification rate reaches a unique critical value.

Calorimetric values of composite solid propellants

The calorimetric values of composite solid propellant based on polystyrene, polyphenolformaldehyde, poly(vinyl chloride) and carboxy-terminated polybutadiene were determined using combustion calorimetry in order to assess the uncertainities in their measurements. The dependence of the calorimetric values on various propellant composition was obtained. The stoichiometry of oxidizer and fuel in the propellant for complete combustion obtained experimentally were compared with the theoretical stoichiometry calculated based on the oxidizer decomposition.

Modifications of surface materials and their effects on cleanability as studied by radiochemical methods

Modifications of surface materials and their effects on cleanability have important impacts in many fields of activity. In this study the primary aim was to develop radiochemical methods suitable for evaluating cleanability in material research for different environments. Another aim was to investigate the effects of surface modifications on cleanabilitity and surface properties of plastics, ceramics, concrete materials and also their coatings in conditions simulating their typical environments. Several new 51Cr and 14C labelled soils were developed for testing situations. The new radiochemical methods developed were suitable for examining different surface materials and different soil types, providing quantitative information about the amount of soil on surfaces. They also take into account soil soaked into surfaces. The supporting methods colorimetric determination and ATP bioluminescence provided semi-quantitative results. The results from the radiochemical and supporting methods partly correlated with each other. From a material research point of view numerous new materials were evaluated. These included both laboratory-made model materials and commercial products. Increasing the amount of plasticizer decreased the cleanability of poly(vinyl chloride) (PVC) materials. Microstructured surfaces of plastics improved the cleanability of PVC from particle soils, whereas for oil soil microstructuring reduced the cleanability. In the case of glazed ceramic materials, coatings affected the cleanability. The roughness of surfaces correlated with cleanability from particle soils and the cleanability from oil soil correlated with the contact angles. Organic particle soil was removed more efficiently from TiO2-coated ceramic surfaces after UV-radiation than without UV treatment, whereas no effect was observed on the cleanability of oil soil. Coatings improved the cleanability of concrete flooring materials intended for use in animal houses.

Experimental and numerical studies on protection of buried pipelines and underground utilities using geocells

This paper presents the results of the laboratory model tests and the numerical studies conducted on small diameter PVC pipes, buried in geocell reinforced sand beds. The aim of the study was to evaluate the suitability of the geocell reinforcement in protecting the underground utilities and buried pipelines. In addition to geocells, the efficacy of only geogrid and geocell with additional basal geogrid cases were also studied. A PVC (Poly Vinyl Chloride) pipe with external diameter 75 mm and thickness 1.4 mm was used in the experiments. The vehicle tire contact pressure was simulated by applying the pressure on the top of the bed with the help of a steel plate. Results suggest that the use of geocells with additional basal geogrid considerably reduces the deformation of the pipe as compared to other types of reinforcements. Further, the depth of placement of pipe was also varied between 1B to 2B (B is the width of loading plate) below the plate in the presence of geocell with additional basal geogrid. More than 50% reduction in the pressure and more than 40% reduction in the strain values were observed in the presence of reinforcements at different depths as compared to the unreinforced beds. Conversely, the performance of the subgrade soil was also found to be marginally influenced by the position of the pipe, even in the presence of the relatively stiff reinforcement system. Further, experimental results were validated with 3-dimensional numerical studies using FLAC(3D) (Fast Lagrangian Analysis of Continua in 3D). A good agreement in the measured pipe stain values were observed between the experimental and numerical studies. Numerical studies revealed that the geocells distribute the stresses in the lateral direction and thus reduce the pressure on the pipe. In addition, the results of the 1-g model tests were scaled up to the prototype case of the shallow buried pipeline below the pavement using the appropriate scaling laws. (C) 2015 Elsevier Ltd. All rights reserved.

Variable-angle electron spectroscopic studies of various polyatomic molecular systems

The complementary techniques of low-energy, variable-angle electron-impact spectroscopy and ultraviolet variable-angle photoelectron spectroscopy have been used to study the electronic spectroscopy and structure of several series of molecules. Electron-impact studies were performed at incident beam energies between 25 eV and 100 eV and at scattering angles ranging from 0° to 90°. The energy-loss regions from 0 eV to greater than 15 eV were studied. Photoelectron spectroscopic studies were conducted using a HeI radiation source and spectra were measured at scattering angles from 45° to 90°. The molecules studied were chosen because of their spectroscopic, chemical, and structural interest. The operation of a new electron-impact spectrometer with multiple-mode target source capability is described. This spectrometer has been used to investigate the spin-forbidden transitions in a number of molecular systems.

The electron-impact spectroscopy of the six chloro-substituted ethylenes has been studied over the energy-loss region from 0-15 eV. Spin-forbidden excitations corresponding to the π → π*, N → T transition have been observed at excitation energies ranging from 4.13 eV in vinyl chloride to 3.54 eV in tetrachloroethylene. Symmetry-forbidden transitions of the type π → np have been oberved in trans-dichloroethyene and tetrachlor oethylene. In addition, transitions to many states lying above the first ionization potential were observed for the first time. Many of these bands have been assigned to Rydberg series converging to higher ionization potentials. The trends observed in the measured transition energies for the π → π*, N → T, and N → V as well as the π → 3s excitation are discussed and compared to those observed in the methyl- and fluoro- substituted ethylenes.

The electron energy-loss spectra of the group VIb transition metal hexacarbonyls have been studied in the 0 eV to 15 eV region. The differential cross sections were obtained for several features in the 3-7 eV energy-loss region. The symmetry-forbidden nature of the ¹A_1g → ¹A_1g, 2t_2g(π) → 3t_2g(π*) transition in these compounds was confirmed by the high-energy, low-angle behavior of their relative intensities. Several low lying transitions have been assigned to ligand field transitions on the basis of the energy and angular behavior of the differential cross sections for these transitions. No transitions which could clearly be assigned to singlet → triplet excitations involving metal orbitals were located. A number of states lying above the first ionization potential have been observed for the first time. A number of features in the 6-14 eV energy-loss region of the spectra of these compounds correspond quite well to those observed in free CO.

A number of exploratory studies have been performed. The π → π*, N → T, singlet → triplet excitation has been located in vinyl bromide at 4.05 eV. We have also observed this transition at approximately 3.8 eV in a cis-/trans- mixture of the 1,2-dibromoethylenes. The low-angle spectrum of iron pentacarbonyl was measured over the energy-loss region extending from 2-12 eV. A number of transitions of 8 eV or greater excitation energy were observed for the first time. Cyclopropane was also studied at both high and low angles but no clear evidence for any spin- forbidden transitions was found. The electron-impact spectrum of the methyl radical resulting from the pyrolysis of tetramethyl tin was obtained at 100 eV incident energy and at 0° scattering angle. Transitions observed at 5.70 eV and 8.30 eV agree well with the previous optical results. In addition, a number of bands were observed in the 8-14 eV region which are most likely due to Rydberg transitions converging to the higher ionization potentials of this molecule. This is the first reported electron-impact spectrum of a polyatomic free radical.

Variable-angle photoelectron spectroscopic studies were performed on a series of three-membered-ring heterocyclic compounds. These compounds are of great interest due to their highly unusual structure. Photoelectron angular distributions using HeI radiation have been measured for the first time for ethylene oxide and ethyleneimine. The measured anisotropy parameters, β, along with those measured for cyclopropane were used to confirm the orbital correlations and photoelectron band assignments. No high values of β similar to those expected for alkene π orbitals were observed for the Walsh or Forster-Coulson-Moffit type orbitals.

Modificação química do poli(cloreto de vinila) com nucleófilos nitrogenados assistida por micro-ondas

Nesse trabalho foram realizadas reações de substituição nucleofílica (SN2), utilizando aquecimento térmico convencional e por irradiação de micro-ondas (MO), de alguns átomos cloro em amostras comerciais de poli(cloreto de vinila) (PVC), por grupos nitrila e também por grupos azida. Os grupos nitrila e azida foram substituidos na matriz em diferentes teores (10% e 20%). As reações do PVC com azida foram eficazes, apresentado percentuais de derivatização muito próximos dos valores desejados. Já no estudo com a nitrila não foi obtido o resultado esperado. Os copolímeros PVC azido substituídos foram modificados com propargilato de etila, sob catálise de iodeto de cuproso (CuI), para a obtenção de heterocíclicos do tipo triazólicos. Todos os copolímeros obtidos foram caracterizados por espectroscopia na região do infravermelho (FTIR) e os teores de nitrogênio incorporado foram determinados por análise elementar (AE). Através da análise dos dados obtidos, foi comprovado que a utilização da irradiação micro-ondas, quando comparada ao aquecimento convencional, é um processo mais seletivo e diminui, significativamente, os tempos de reação

Estudo da reação de modificação do poli(cloreto de vinila) com nucleófilos nitrogenados e das aplicações como suporte em reações de acoplamento

Neste trabalho foi realizada a modificação química do poli(cloreto de vinila) (PVC) pela sua reação com azida de sódio, onde alguns dos seus átomos de cloro foram substituídos por azidas. Em seguida o grupo incorporado foi transformado em triazóis por uma reação de cicloadição 1,3 entre o polímero modificado e propiolato de etila, sendo a reação catalisada por iodeto de cobre. Essas reações foram conduzidas sob aquecimento convencional e empregando irradiação de micro-ondas. Inicialmente, a reação incorporou 20% de triazol no PVC, sendo avaliadas as condições reacionais ideais. Essas condições foram usadas para a formação de novos copolímeros com diferentes teores de triazóis incorporados. Os produtos obtidos foram usados para o suporte de paládio que é utilizado como catalisador na reação de Suzuki-Miyaura. Todos os copolímeros foram caracterizados por espectroscopia na região do infravermelho com transformada de Fourier (FTIR)

The influence of peel angle on the mechanics of peeling flexible adherends with arbitrary load-extension characteristics

The peel test is commonly used to determine the strength of adhesive joints. In its simplest form, a thin flexible strip which has been bonded to a rigid surface is peeled from the substrate at a constant rate and the peeling force which is applied to the debonding surfaces by the tension in the tape is measured. Peeling can be carried out with the peel angle, i.e. the angle made by the peel force with the substrate surface, from any value above about 10° although peeling tests at 90 and 180° are most common. If the tape is sufficiently thin for its bending resistance to be negligibly small then as well as the debonding or decohesion energy associated with the adhesive in and around the point of separation, the relation between the peeling force and the peeling angle is influenced both by the mechanical properties of the tape and any pre-strain locked into the tape during its application to the substrate. The analytic solution for a tape material which can be idealised as elastic perfectly-plastic is well established. Here, we present a more general form of analysis, applicable in principle to any constitutive relation between tape load and tape extension. Non-linearity between load and extension is of increasing significance as the peel angle is decreased: the model presented is consistent with existing equations describing the failure of a lap joint between non-linear materials. The analysis also allows for energy losses within the adhesive layer which themselves may be influenced by both peel rate and peel angle. We have experimentally examined the application of this new analysis to several specific peeling cases including tapes of cellophane, poly-vinyl chloride and PTFE. © 2005 Elsevier Ltd. All rights reserved.

Development of soy protein fortified fish sticks from Tilapia

The objective of this study was to develop soy protein fortified fish sticks from Tilapia. Two preliminary studies were conducted to select the best fish-soy protein-spice mixture combination with four treatments to develop breaded fish sticks. Developed products were organoleptically assessed using 30 untrained panellists with 7-point hedonic scale. The product developed with new combination was compared with market product. Sixty percent of Tilapia fish mince, 12% of Defatted Textured Soy protein (DTSP), 1.6% of salt and 26.4% of ice water (<5°C) and Spice mixture containing 3g of garlic, 2g of pepper 2g of onion and 1.6g of cinnamon were selected as the best formula to manufacture the product. There was no significant difference when compared with market samples in relation to the organoleptic attributes. Proximate composition of the product was 25.76% of crude protein, 2.38% of crude fat, 60.35% of moisture and2.75% of ash. Products were packaged in Poly Vinyl Chloride clear package (12 gauge) and were stored at -1°C and changes in moisture content, peroxide value, pH value and microbiological parameters were assessed during five weeks of storage. Organoleptic acceptability was not changed significantly in all parameters tested (p>0.05). Total aerobic count and yeast and mould count were in acceptable ranges in frozen storage for 5 weeks. Data were analyzed using AN OVA and Friedman non-parametric test.

The study on a PVC membrane electrode for gemfibrozil

In this paper, a poly(vinyl chloride) (PVC) membrane electrode is prepared for gemfibrozil, 2, 2-dimethyl-5(2,5-xylyloxy) valeric acid, based on its ion pair complexes with hexadecyltrioctyl ammonium iodide (HTOA). The membrane composition of the electrode was optimized by using the sequential level elimination method for orthogonal experimental design. The electrode has a Nernstian response range from 2.5 X 10(-5) to 0.1 mol/l with an average slope of 55.3 mV/decade. The limit of detection is 7.1 X 10(-6) mol/l. The electrode responses were not affected by pH in the range 10.0-12.3. A Na2B4O7-Na2CO3 buffer of pH = 11.0 was selected as the background electrolyte solution for potentiometric measurements. The electrode was used for determining gemfibrozil in pharmaceutical preparations with satisfactory results.

Structure-properties relationship in toughening of poly(butylene terephthalate) with core-shell modifier

The performance of acrylonitrile-butadiene-styrene (ABS) core-shell modifier with different grafting degree, acrylonitrile (AN) content, and core-shell ratio in toughening of poly(butylene terephthalate) (PBT) matrix was investigated. Results show PBT/ABS blends fracture in ductile mode when the grafting degree is high, and with the decrease of grafting degree PBT/ABS blends fracture in a brittle way. The surface of rubber particles cannot be covered perfectly for ABS with low grafting degree and agglomeration will take place; on the other hand, the entanglement density between SAN and PBT matrix decreases because of the low grafting degree, inducing poor interfacial adhesion. The compatibility between PBT and ABS results from the strong inter-action between PBT and SAN copolymer and the interaction is influenced by AN content. Results show ABS cannot disperse in PBT matrix uniformly when AN content is zero and PBT/ABS fractures in a brittle way. With the addition of AN in ABS, PBT/ABS blends fracture in ductile mode. The core-shell ratio of ABS copolymers has important effect on PBT/ABS blends.