Assunto cada vez mais em pauta nos foros nacionais e internacionais e nas comunidades ao redor do mundo, a questão ambiental tem sido a grande responsável pela geração de produtos novos. A construção de obras de infraestrutura é um dos maiores consumidores de recursos naturais, gerando uma enorme quantidade de resíduos, acaba também por ser um setor causador do impacto ambiental. Tais resíduos, se descartados de maneira incorreta geram problemas ambientais, em contraponto o descarte em aterros sanitários tem um custo bastante elevado. Partindo dessas premissas, buscar a utilização de resíduos como matéria prima para a indústria da construção de obras de infraestrutura é o objetivo global desta pesquisa, visando benefícios ambientais e econômicos. Para tal, foram utilizados a cinza volante, obtida através da queima do carvão nas termelétricas e rica em sílica e alumina e a cal de carbureto, oriunda da produção do gás acetileno e que possui grande quantidade de óxido de cálcio. Através de ensaios de laboratório, busca-se nesta pesquisa avaliar a influência da quantidade de cal e da porosidade, isoladamente, na durabilidade, resistência à tração e resistência à compressão e a relação resistência à tração/resistência à compressão, objetiva-se ainda avaliar a utilização do parâmetro porosidade/teor volumétrico de cal na estimativa de resistência e verificar a existência de uma relação única para este parâmetro versus a perda de massa acumulada/número de ciclos. Para isto, foram escolhidos os pesos específicos aparentes secos de 10,6, 11,6 e 12,6 kN/m³ com os respectivos teores de umidade de 36,6%, 31,3% e 25 %, sendo os teores de cal de carbureto adotados de 5, 8 e 11%. Todas as amostras foram curadas por um período de 28 dias em câmara úmida a 23°C. Os resultados apontam que o incremento da quantidade de cal e do peso específico aparente seco provocam aumentos na resistência à tração por compressão diametral, na resistência à compressão simples e na durabilidade da mistura. A utilização de um expoente como ajuste para a relação porosidade/teor volumétrico de cal [η/( ) , ] apresentou-se adequada para a formulação de equações para a previsão da resistência do material cimentado e para a estimativa da perda de massa acumulada/número de ciclos. Além disso, a existência de relações únicas para o controle da resistência à tração na compressão diametral e da resistência à compressão simples em função da porosidade e teor volumétrico de cal mostraram-se úteis para as formulações de dosagem. / The environmental issue is increasingly been responsible for the generation of new products. Infrastructure construction is one of the largest consumers of natural resources. Looking for the use of industrial residues as material for the construction industry is the overall objective of this research, aiming at environmental and economic benefits. For this, present study has used fly ash (obtained by burning coal in thermoelectric power plants) and carbide lime (originated from the production of acetylene gas) to fabricate a novel material. Through laboratory tests, one aim in this research was to evaluate the influence of the amount of lime and porosity of the blend on durability, splitting tensile strength and unconfined compressive strength, as well as on tensile/compressive ratio. Another objective was to further evaluate the use of the porosity/lime index in the estimation of strength and checking for a unique relationship for this parameter versus accumulated loss of mass/number of cycles. For such study were chosen dry unit weights of 10.6 kN/m³, 11.6 kN/m³ and 12.6 kN/m³ with the respective moisture contents of 36.6%, 31.3% and 25.0% and carbide lime contents of 5%, 8% and 11%. All samples were cured for a period 28 days in a moist chamber at 23°C. The results show that increasing dry unit weight and the amount of carbide lime cause increases in durability and splitting tensile and unconfined compressive strength of the studied blends. The use of an exponent as an adjustment to the porosity/lime index [η/( ) . ] showed to be appropriate for formulating equations for predicting the strength of cemented material and to estimate the accumulated loss of mass/number of cycles. Furthermore, the existence of unique relationships for the control of splitting tensile tests and unconfined compression strength as a function of porosity and volumetric lime content proved useful for the dosage formulations.

Submitted by Claudinei Pracidelli (cpracide@ipen.br) on 2016-06-22T11:45:07Z No. of bitstreams: 0 / Made available in DSpace on 2016-06-22T11:45:07Z (GMT). No. of bitstreams: 0 / Tese (Doutorado em Tecnologia Nuclear) / IPEN/T / Instituto de Pesquisas Energeticas e Nucleares - IPEN-CNEN/SP

Assunto cada vez mais em pauta nos foros nacionais e internacionais e nas comunidades ao redor do mundo, a questão ambiental tem sido a grande responsável pela geração de produtos novos. A construção de obras de infraestrutura é um dos maiores consumidores de recursos naturais, gerando uma enorme quantidade de resíduos, acaba também por ser um setor causador do impacto ambiental. Tais resíduos, se descartados de maneira incorreta geram problemas ambientais, em contraponto o descarte em aterros sanitários tem um custo bastante elevado. Partindo dessas premissas, buscar a utilização de resíduos como matéria prima para a indústria da construção de obras de infraestrutura é o objetivo global desta pesquisa, visando benefícios ambientais e econômicos. Para tal, foram utilizados a cinza volante, obtida através da queima do carvão nas termelétricas e rica em sílica e alumina e a cal de carbureto, oriunda da produção do gás acetileno e que possui grande quantidade de óxido de cálcio. Através de ensaios de laboratório, busca-se nesta pesquisa avaliar a influência da quantidade de cal e da porosidade, isoladamente, na durabilidade, resistência à tração e resistência à compressão e a relação resistência à tração/resistência à compressão, objetiva-se ainda avaliar a utilização do parâmetro porosidade/teor volumétrico de cal na estimativa de resistência e verificar a existência de uma relação única para este parâmetro versus a perda de massa acumulada/número de ciclos. Para isto, foram escolhidos os pesos específicos aparentes secos de 10,6, 11,6 e 12,6 kN/m³ com os respectivos teores de umidade de 36,6%, 31,3% e 25 %, sendo os teores de cal de carbureto adotados de 5, 8 e 11%. Todas as amostras foram curadas por um período de 28 dias em câmara úmida a 23°C. Os resultados apontam que o incremento da quantidade de cal e do peso específico aparente seco provocam aumentos na resistência à tração por compressão diametral, na resistência à compressão simples e na durabilidade da mistura. A utilização de um expoente como ajuste para a relação porosidade/teor volumétrico de cal [η/( ) , ] apresentou-se adequada para a formulação de equações para a previsão da resistência do material cimentado e para a estimativa da perda de massa acumulada/número de ciclos. Além disso, a existência de relações únicas para o controle da resistência à tração na compressão diametral e da resistência à compressão simples em função da porosidade e teor volumétrico de cal mostraram-se úteis para as formulações de dosagem. / The environmental issue is increasingly been responsible for the generation of new products. Infrastructure construction is one of the largest consumers of natural resources. Looking for the use of industrial residues as material for the construction industry is the overall objective of this research, aiming at environmental and economic benefits. For this, present study has used fly ash (obtained by burning coal in thermoelectric power plants) and carbide lime (originated from the production of acetylene gas) to fabricate a novel material. Through laboratory tests, one aim in this research was to evaluate the influence of the amount of lime and porosity of the blend on durability, splitting tensile strength and unconfined compressive strength, as well as on tensile/compressive ratio. Another objective was to further evaluate the use of the porosity/lime index in the estimation of strength and checking for a unique relationship for this parameter versus accumulated loss of mass/number of cycles. For such study were chosen dry unit weights of 10.6 kN/m³, 11.6 kN/m³ and 12.6 kN/m³ with the respective moisture contents of 36.6%, 31.3% and 25.0% and carbide lime contents of 5%, 8% and 11%. All samples were cured for a period 28 days in a moist chamber at 23°C. The results show that increasing dry unit weight and the amount of carbide lime cause increases in durability and splitting tensile and unconfined compressive strength of the studied blends. The use of an exponent as an adjustment to the porosity/lime index [η/( ) . ] showed to be appropriate for formulating equations for predicting the strength of cemented material and to estimate the accumulated loss of mass/number of cycles. Furthermore, the existence of unique relationships for the control of splitting tensile tests and unconfined compression strength as a function of porosity and volumetric lime content proved useful for the dosage formulations.

Submitted by Claudinei Pracidelli (cpracide@ipen.br) on 2016-06-22T11:45:07Z No. of bitstreams: 0 / Made available in DSpace on 2016-06-22T11:45:07Z (GMT). No. of bitstreams: 0 / O comportamento dos materiais cerâmicos quanto à resistência ao choque térmico é um tema de grande interesse, devido às aplicações em que a confiabilidade frente a variações bruscas de temperatura é necessária. Neste trabalho foi estudado como a variação na proporção dos aditivos Y2O3:Al2O3 e diferentes parâmetros no processamento do carbeto de silício sinterizado via fase líquida como, tipo e temperatura de sinterização, podem influenciar na resistência ao choque térmico deste material. As misturas foram preparadas com 90%SiC+10%Y2O3:Al2O3 em mol, variando as proporções molares dos óxidos entre 2:1 e 1:4, com e sem prévia reação dos aditivos. As misturas foram compactadas e sinterizadas em forno resistivo de grafite nas temperaturas de 1750°C, 1850°C e 1950°C e, por prensagem a quente, a 1750°C e 1850°C, sendo avaliadas quanto à densificação. Após análise dos resultados preliminares, a sinterização sem pressão e as misturas com proporções 1:3 e 1:4 de Y2O3:Al2O3 previamente reagidos foram selecionadas para o estudo da resistência ao choque térmico. Os ciclos térmicos foram realizados com aquecimento em temperaturas de 600°C, 750°C e 900°C e resfriamento brusco em água em temperatura ambiente. A avaliação das amostras quanto à resistência ao choque térmico, feita por meio da determinação de módulo de elasticidade, porosidade, resistência à flexão e por análise microestrutural de trincas. As amostras sinterizadas na temperatura de 1950°C são as que apresentam o melhor desempenho em relação à resistência ao choque térmico, enquanto a variação na proporção Y2O3:Al2O3 de 1:3 para 1:4 não altera significativamente esta propriedade. Nas condições utilizadas, a temperatura máxima de aplicação do SiC sinterizado via fase líquida deve ser limitada a 750°C, permitindo seu uso como trocadores de calor, rolamentos, mancais de bombas submersas, turbinas a gás e sensor de motores automotivos e aeronáuticos. / Tese (Doutorado em Tecnologia Nuclear) / IPEN/T / Instituto de Pesquisas Energeticas e Nucleares - IPEN-CNEN/SP

In der vorliegenden Arbeit werden verschiedene Methoden zur Bestimmung von Sintertemperaturen für Brennstoffaschen vorgestellt und verglichen, mit dem Ziel die Agglomerationsneigung von Aschen zu charakterisieren. Es wurden Untersuchungen an drei ausgewählten Kohleaschen unter inerten, oxidierenden und reduzierenden Bedingungen durchgeführt. Die Methoden Erhitzungsmikroskopie (ASV), Hochtemperatur-Röntgendiffraktometrie (HT-RDA), Thermogravimetrische Differenz-kalorimetrie (TG-DSC), Thermodynamische Gleichgewichtsberechnungen (GGW), Elektrochemische Impedanzspektroskopie (EIS), Untersuchung der Schereigenschaften (SV) und die Bestimmung der Kaltdruckfestigkeit (KDF) wurden angewendet. Die Kombination der Untersuchungen ließ eine umfangreiche analytische Charakterisierung der Sintervorgänge zu. Unter der Berücksichtigung einer guten Vergleichbarkeit hinsichtlich der ermittelten Sintertemperaturen, stellt die EIS eine Alternative zur etablierten aber zeitaufwändigen Bestimmung der KDF dar. In Abhängigkeit von der Aschezusammensetzung, der Korngröße und der Gasatmosphäre, ist bereits ab einer Temperatur von 650 °C eine Agglomeration von Aschepartikeln möglich.

The increased use of thermoplastics in load carrying components, especially in the automotive industry, drives the needs for a better understanding of its complex mechanical properties. In this thesis work for a master degree in solid mechanics, the mechanical properties of a PA 6/66 resin with and without reinforcement of glass fibers experimentally been investigated. Topics of interest have been the dependency of fiber orientation, residual strains at unloading and compression relative tension properties. The experimental investigation was followed by simulations implementing existing and available constitutive models in the commercial finite element code LS-DYNA. The experimental findings showed that the orientation of the fibers significantly affects the mechanical properties. The ultimate tensile strength differed approximately 50% between along and cross flow direction and the cross-flow properties are closer to the ones of the unfilled resin, i.e. the matrix material. An elastic-plastic model with Hill’s yield criterion was used to capture the anisotropy in a simulation of the tensile test. Residual strains were measured during strain recovery from different load levels and the experimental findings were implemented in an elastic-plastic damage model to predict the permanent strains after unloading. Compression tests showed that a stiffer response is obtained for strains above 3% in comparison to tension. The increased stiffness in compression is although too small to significantly influence a simulation of a 3 point bend test using a material model dependent of the hydrostatic stress.

Compression tests were performed on damaged and undamaged rods and tubes made from unidirectional carbon/epoxy composite and lightweight core materials. Tested samples represent local members in an open, three-dimensional, composite lattice structure. Testing was performed in order to establish effective core materials to use in order to increase the buckling length of local IsoTruss® members while maintaining low weight. Members were formed from T700SC-12K-50C carbon fiber with UF6639-100 resin. Core materials consisted of 3/8-inch (0.953 cm) outside diameter Teflon® rods, Teflon® tubes, nylon rods, nylon tubes, Ertalyte® rods, and Duratron® rods. All 3/8-inch (0.953-cm) cores were each surrounded by 50 tows of carbon/epoxy prepreg. Control samples were also created with 50 carbon/epoxy prepreg tows. Half-inch (1.27 cm) outside diameter copper tubes were used as core materials for tubes consisting of 100 carbon/epoxy prepreg tows. Control samples to compare against samples with copper cores were also created with 100 tows of carbon/epoxy prepreg. Impact damage was inflicted using a cylindrical tup with 20 ft-lb impact energy.In undamaged specimens, nylon tube showed the highest structural efficiency. Nylon showed structural efficiencies much higher than other materials when comparing undamaged samples. In damaged specimens Ertalyte® rods showed the highest structural efficiency. Core stiffness appeared to control the level of absorbed impact energy with stiffer cores absorbing and dissipating more energy than softer equivalents during impact.

Recent research and development has resulted in a working prototype of an automated process for manufacturing IsoTruss® and other innovative open lattice composite structures which yields faster, and more predictable and consistent parts, while automatically consolidating individual members. This machine is sufficiently versatile to manufacture any type of open lattice structure fabricated from filamentary composite materials. The objectives of the research in this thesis were two-fold: (1) to validate this new process for making IsoTruss structures; and (2) to measure the compression strength and stiffness of specimens produced on the machine. In order to accomplish the first purpose, various parts were manufactured on this prototype machine, including: a six-node IsoTruss structure with single outer longitudinal members, a three-longitudinal member section of an inner longitudinal IsoTruss structure with consolidated members, and a two-bay IsoTruss panel structure. By creating and running patterns to make these parts, the hypothesis that the machine will make any geometry of IsoTruss structure was validated. The second objective of this research was accomplished by testing the compression strength and stiffness of specimens manufactured with this automated process. Buckling versus compression failure of members was examined by varying member aspect ratios. The effect of intersecting helical members was also explored, as was the effect of changing the number of braiding bobbins used to consolidate members. Testing showed that increasing the number of braiders increases consistency of the braided sleeves and reduces scatter in the results. The ratio of helical to longitudinal tows at a joint is directly related to the percent decrease in member strength at the joint. Compression failure of individual members is the preferred method of failure, because this type of failure absorbs significantly more energy. This research proves that the manufacturing process will produce even the most complex IsoTruss geometries, with the necessary consolidation of individual members. Findings also indicate that a few modifications -- such as improved bobbins, more reliable switches, more accurate pulling system, etc. -- will enable this automated process to produce composite lattice structures with superior mechanical properties.

Compression strength after impact tests were conducted on unidirectional composite rods with sleeves. These elements represent local members of open three-dimensional composite lattice structures (e.g., based on isogrid or IsoTruss® technologies). The unidirectional cores composed of carbon, glass, or basalt fiber/epoxy composites were co-cured in aramid sleeves. Sleeve patterns included both bi-directional (unsymmetric) braids and unidirectional spiral wraps with sleeve coverage ranging from nominally half to full. The diameters were nominally 8 and 11 mm (5/16 and 7/16 in). The larger diameter had nominally twice the cross-sectional area, to quantify the effects of scaling. The specimens were long enough to encourage local buckling failure as expected in members of typical composite lattice structures. The unsupported lengths varied from 127 mm (5.0 in) to 160 mm (6.3 in). Specimens were radially impacted at mid-length with energy levels ranging from 0 to 20 J (0 to 14.8 ft-lbs) and tested in longitudinal compression to quantify the effects of local impact damage on the buckling strength. In undamaged specimens, sleeve type and sleeve coverage have no effect on the ultimate compression strength of carbon, glass, or basalt composites (7% or less standard deviation for each material). When impacted, the influence of sleeve type and sleeve coverage varies with the type of fiber in the unidirectional core. Sleeve type and coverage did not affect the compression strength after impact for fiberglass composites. On the other hand, both carbon and basalt composites exhibited improved performance with braided (vs. spiral) sleeves (up to 34% stronger) and full (vs. half) coverage (up to 38% stronger). The compression strength of carbon configurations decreases with increasing impact energy regardless of sleeve type or coverage. The higher flexibility of glass and basalt composites, however, allowed some configurations to maintain the same compression strength after impact as their undamaged counterparts, at lower impact energy levels. Doubling cross-sectional area of basalt composites significantly improves the stiffness and compression strength after impact, more than doubling the impact energy required to achieve the same compression strength.

The objectives of the thesis were to find the mechanisms that govern compression failures in paperboard and to find the link between manufacturing process and paperboard properties. The thesis also investigates two different test methods and evaluates how suitable they are for paperboard grades. The materials are several commercial board grades and a set of hand-formed dynamic sheets that are made to mimic the construction of commercial paperboard. The method consists of mounting a stereomicroscope on a short-span compression tester and recording the compression failure on video, long-span compression testing and standard properties testing. The observed failure modes of paperboard under compression were classified into four categories depending on the appearance of the failures. Initiation of failure takes place where the structure is weakest and fiber buckling happens after the initiation, which consists of breaking of fiber-fiber bonds or fiber wall delamination. The compression strength is correlated to density and operations and raw materials that increase the density also increases the compression strength. Short-span compression and Long-span compression are not suitable for testing all kinds of papers; the clamps in short-span give bulky specimens an initial geometrical shape that can affect the given value of compression strength. Long-span compression is only suitable for a limited range of papers, one problem with too thin papers are low wavelength buckling.