Dimensionamento automático de pilares de betão armado aplicando o método da capacidade real

Dissertação de Mestrado, Engenharia Civil, Especialização em Estruturas, Instituto Superior de Engenharia, Universidade do Algarve, 2016

Igual consideração e respeito, independência ética e liberdade de expressão em Dworkin : uma reconciliação entre igualdade e liberdade e a possibilidade do discurso do ódio em um ordenamento coerente de princípios

Dissertação (mestrado)—Universidade de Brasília, Faculdade de Direito, Pós-Graduação Stricto Sensu em Direito, 2016.

Influência da substituição de areia natural por pó de pedra no comportamento mecânico, microestrutural e eletroquímico de concretos

The construction industry is one of the largest consumers of natural raw materials, and concrete is considered today the most used material wide. This accentuated consumption of natural resources has generated concern with the preservation of the environment, and has motivated various studies related to the use of resid ues, which can partially or entirely substitute, with satisfactory performance, some materials such as the aggregate, and in so doing, decrease the impact on the environment caused by the produced residues. Research has been done to better understand and improve the microstructure of concrete, as well as to understand the mechanism of corrosion in reinforced steel. In this context, this work was developed aiming at discovering the influence of the substitution of natural sand by artificial sand, with rega rd to mechanical resistance, microstructure, and durability. To obtain the electrochemical parameters, an adaptation was made to the galvanostatic electrochemical method to study the corrosion in reinforced steel. Concretes of categories 20 MPa and 40 MPa were produced, containing natural sand, and concretes of the same categories were produced with artificial sand substituting the natural sand, and with the addition of sodium nitrate and sodium chloride. Due to the use of rock dust reject (artificial sand), an evaluation was made of its environmental risk. The results indicate that the concretes of category 20 MPa present a better performance than the concrete made with natural sand, thus making it a viable substitute. For the category 40 MPa, the better performance is from the concrete containing natural sand. The adaptation of the galvanostatic electrochemical technique to the study of the corrosion of reinforced steel within concrete proved to be valid for obtaining electrochemical parameters with a high degree of reliability, considering the number of degrees of freedom

Diseño de un panel de hormigón prefabricado arquitectónico para cerramientos verticales y particiones interiores

Esta investigación tuvo como objetivo desarrollar un panel de hormigón prefabricado arquitectónico, que pueda ser utilizado como una alternativa de uso frente a los sistemas constructivos de cerramiento tradicional. Para ello se empleó un material nuevo y poco conocido en Ecuador denominado GRC “GlassFibreReinforcedCement”. Este es un material compuesto por una matriz de micro-hormigón de cemento Portland y fibras de vidrio álcali resistente dispersas en toda su masa. El compuesto resultante presenta una sección aproximada de 10mm con el cual se obtienen paneles de extremada ligereza y de alta resistencia a la flexión, tracción, impactos, fuego y corrosión.

Portfolio of compositions with commentaries 2012-2015

This writing forms part of a portfolio of works which gathers together notations and recordings made between 2012 and 2015. The writing divides into four chapters. The first chapter undertakes an examination of abstraction. From the proposition obtained therein, that it is possible to extend within abstraction beyond a correspondence between its terms and concrete manifestations, I ask in what way abstraction may be considered to function therefrom. The second chapter performs an analysis of radical music notations from the nineteenth, twentieth, and twenty-first centuries. The central analysis identifies what is essentially an evolution of what I call ''figuration'' throughout three non-chronological phases of Christian Wolff's notations. The chapter closes by questioning what form of understanding might yet be pursued in respect of this work given (a) its nature, and (b) the nature of our inquiry. The third chapter reflects on some of the philosophical problematics raised in the preceding chapters, at the same time as it prepares for those that follow in the final chapter. The final chapter is a record of the development of my thought appertaining to my compositional work. It sets out two case studies (prepared piano and postcard notations) before proceeding to a selected set of commentaries. Finally, the notion of the functioning of written and acoustical ''marks'' developed in the preceding commentaries is generalised as I develop an aesthetics of scriptural experience.

Examining Levels of Automation in the Wood Processing Industry - A case study

Companies operating in the wood processing industry need to increase their productivity by implementing automation technologies in their production systems. An increasing global competition and rising raw material prizes challenge their competitiveness. Yet, too extensive automation brings risks such as a deterioration in situation awareness and operator deskilling. The concept of Levels of Automation is generally seen as means to achieve a balanced task allocation between the operators’ skills and competences and the need for automation technology relieving the humans from repetitive or hazardous work activities. The aim of this thesis was to examine to what extent existing methods for assessing Levels of Automation in production processes are applicable in the wood processing industry when focusing on an improved competitiveness of production systems. This was done by answering the following research questions (RQ): RQ1: What method is most appropriate to be applied with measuring Levels of Automation in the wood processing industry? RQ2: How can the measurement of Levels of Automation contribute to an improved competitiveness of the wood processing industry’s production processes? Literature reviews were used to identify the main characteristics of the wood processing industry affecting its automation potential and appropriate assessment methods for Levels of Automation in order to answer RQ1. When selecting the most suitable method, factors like the relevance to the target industry, application complexity or operational level the method is penetrating were important. The DYNAMO++ method, which covers both a rather quantitative technical-physical and a more qualitative social-cognitive dimension, was seen as most appropriate when taking into account these factors. To answer RQ 2, a case study was undertaken at a major Swedish manufacturer of interior wood products to point out paths how the measurement of Levels of Automation contributes to an improved competitiveness of the wood processing industry. The focus was on the task level on shop floor and concrete improvement suggestions were elaborated after applying the measurement method for Levels of Automation. Main aspects considered for generalization were enhancements regarding ergonomics in process design and cognitive support tools for shop-floor personnel through task standardization. Furthermore, difficulties regarding the automation of grading and sorting processes due to the heterogeneous material properties of wood argue for a suitable arrangement of human intervention options in terms of work task allocation.  The application of a modified version of DYNAMO++ reveals its pros and cons during a case study which covers a high operator involvement in the improvement process and the distinct predisposition of DYNAMO++ to be applied in an assembly system.

Emprendimiento, instituciones y construcción de paz – Análisis de Influencia de Stakeholders en los departamentos de Nariño y Cauca

Nariño y Cauca son dos de los departamentos de Colombia más afectados por la violencia. La reciente firma de un acuerdo de un cese bilateral de hostilidades con las Fuerzas Armadas Revolucionarias de Colombia (FARC) y los diálogos de La Habana son apenas el comienzo de la Construcción de Paz (CP) que implica el esfuerzo continuo de diferentes actores (gubernamentales, sector privado, sociedad civil y organismos multilaterales) para lograr no solo una paz negativa sino una paz positiva. El apoyo al emprendimiento es una estrategia implementada por el Gobierno y por los stakeholders que participan en el proceso del posconflicto, que tiene como finalidad respaldar el proceso de integración económica de las víctimas y desmovilizados. El presente documento es un estudio exploratorio elaborado por medio de una investigación cualitativa en la temática de emprendimiento, instituciones y CP en los departamentos de Nariño y Cauca. Se utilizó una estrategia metodológica denominada Matrices de Stakeholders para representar gráficamente la influencia institucional sobre la toma decisiones e implementación de los stakeholders sobre las reformas o políticas de emprendimiento y CP en estos dos departamentos. En esta investigación se encontró que i) en general, las instituciones del gobierno de los de Nariño y Cauca son extractivas y limitan la participación de la sociedad; ii) los stakeholders de la sociedad civil a pesar de tener cierta organización y voz no están en capacidad de generar influencia más que a nivel local o comunitario; iii) los vacíos dejados por las instituciones extractivas del gobierno tienden a ser llenados por instituciones inclusivas de stakeholders del sector privado y de organismos multilaterales.

Gestión de la cadena de suministro de Bimbo

El presente trabajo es un informe final sobre los procesos de producción, logística y distribución de la empresa Bimbo. El informe está conformado por aspectos teóricos y prácticos, de esta manera, brinda información clara y concreta sobre los antecedentes más importantes de esta organización y su contribución a la productividad del país. La información presentada ha sido recolectada mediante una revisión teórica y una visita a sus instalaciones en Veracruz, México. De esta manera, se han estudiado sus procesos y logística de producción y cómo contribuyen en la eficiencia y calidad de la empresa; así mismo, son fundamentales para diagnosticar los aspectos a mejorar de la entidad. Por otro lado, gracias a la visita, se logró desarrollar habilidades administrativas que hasta el momento solo estaban en teoría. Llegar a un contexto real y con problemáticas evidentes permitió consolidar el aprendizaje que se obtuvo durante años en la carrera para plasmarlos en la labor. Así mismo, el detallar las instalaciones de Bimbo permitió alcanzar una mayor perspectiva con respecto a los aspectos importantes dentro del panorama organizacional; tales como la producción, la gestión y mejora de los procesos de la compañía. Esto se logró realizando labores correspondientes a la inspección, observación, revisión de logística y el análisis de los procesos productivos. El trabajo práctico indudablemente sirvió para acrecentar los conocimientos obtenidos en la universidad.

Diálogos de La Habana (2012-2016) : ¿Ahora sí la paz?

Tras conocer cuatro años de debate (dentro y fuera de La Habana), los borradores de dos puntos de la agenda y presenciar el crecimiento de bandas criminales y/u organizaciones sucesoras del paramilitarismo, de la mano de la expansión de economías ilegales y una polarización creciente (y preocupante por sus características) en torno a la paz y el conflicto social/armado en el país, el presente trabajo pretende analizar a profundidad el carácter y alcance de los discursos emitidos por los negociadores en La Habana.

Bonding Agents for Portland Cement Concrete and Mortar, August 1983

Structural repairs of bridges piers and abutments require patching concrete or mortar be placed at various thickness. Whether concrete or mortar is use depends upon the depth of the patch to be made. In some instances, the use of a liquid bonding agent has been specified in the mixes as well as in a grout scrubbed onto the surface to be patched prior to the mix placement. Most of the bonding agents presently approved by the Iowa D.O.T. are polyvinyl acetate (PVA) or some type of latex. In a general discussion with a consultant about various types of bridge repair materials and processes, the subject of bonding agents was discussed at some length. It was the opinion of the consultant that the usage of polyvinyl acetates should be discontinued because of possible deterioration of this material with time. Some of these materials apparently re-emulsify in a high - moisture environment causing serious patch deterioration. As a result of this information, a study was initiated to determine the durability of these materials.

A practical treatise on soluble or water glass, silicates of soda and potash, for silicifying stones, mortar, concrete, and hydraulic lime ...

Mode of access: Internet.

(E)xperimental study of the porosity and microstructure of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler

Self-compacting concrete (SCC) can soon be expected to replace conventional concrete due to its many advantages. Its main characteristics in the fresh state are achieved essentially by a higher volume of mortar (more ultrafine material) and a decrease of the coarse-aggregates. The use of over-large volumes of additions such as fly ash (FA) and/or limestone filler (LF) can substantially affect the concrete's pore structure and consequently its durability. In this context, an experimental programme was conducted to evaluate the effect on the concrete's porosity and microstructure of incorporating FA and LF in binary and ternary mixes of SCC. For this, a total of 11 SIX mixes were produced; 1 with cement only (C); 3 with C + FA in 30%, 60% and 70% substitution (fad); 3 with C + LF in 30%, 60% and 70% fad; 4 with C + FA + LF in combinations of 10-20%, 20-10%, 20-40% and 40-20% f(ad), respectively. The results enabled conclusions to be established regarding the SCC's durability, based on its permeability and the microstructure of its pore structure. The properties studied are strongly affected by the type and quantity of additions. The use of ternary mixes also proves to be extremely favourable, confirming the beneficial effect of the synergy between these additions. (C) 2015 Elsevier Ltd. All rights reserved.

Experimental study of the porosity and microstructure of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler

Abstract Self-compacting concrete (SCC) can soon be expected to replace conventional concrete due to its many advantages. Its main characteristics in the fresh state are achieved essentially by a higher volume of mortar (more ultrafine material) and a decrease of the coarse-aggregates. The use of over-large volumes of additions such as fly ash (FA) and/or limestone filler (LF) can substantially affect the concrete's pore structure and consequently its durability. In this context, an experimental programme was conducted to evaluate the effect on the concrete's porosity and microstructure of incorporating FA and LF in binary and ternary mixes of SCC. For this, a total of 11 SCC mixes were produced: 1 with cement only (C); 3 with C + FA in 30%, 60% and 70% substitution (fad); 3 with C + LF in 30%, 60% and 70% fad; 4 with C + FA + LF in combinations of 10-20%, 20-10%, 20-40% and 40-20% fad, respectively. The results enabled conclusions to be established regarding the SCC's durability, based on its permeability and the microstructure of its pore structure. The properties studied are strongly affected by the type and quantity of additions. The use of ternary mixes also proves to be extremely favourable, confirming the beneficial effect of the synergy between these additions. © 2015 Elsevier Ltd. All rights reserved.

Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler

The basic objective of this work is to evaluate the durability of self-compacting concrete (SCC) produced in binary and ternary mixes using fly ash (FA) and limestone filler (LF) as partial replacement of cement. The main characteristics that set SCC apart from conventional concrete (fundamentally its fresh state behaviour) essentially depend on the greater or lesser content of various constituents, namely: greater mortar volume (more ultrafine material in the form of cement and mineral additions); proper control of the maximum size of the coarse aggregate; use of admixtures such as superplasticizers. Significant amounts of mineral additions are thus incorporated to partially replace cement, in order to improve the workability of the concrete. These mineral additions necessarily affect the concrete’s microstructure and its durability. Therefore, notwithstanding the many well-documented and acknowledged advantages of SCC, a better understanding its behaviour is still required, in particular when its composition includes significant amounts of mineral additions. An ambitious working plan was devised: first, the SCC’s microstructure was studied and characterized and afterwards the main transport and degradation mechanisms of the SCC produced were studied and characterized by means of SEM image analysis, chloride migration, electrical resistivity, and carbonation tests. It was then possible to draw conclusions about the SCC’s durability. The properties studied are strongly affected by the type and content of the additions. Also, the use of ternary mixes proved to be extremely favourable, confirming the expected beneficial effect of the synergy between LF and FA. © 2015 RILEM.

Performance of a fly ash geopolymeric mortar for coating of ordinary portland cement concrete exposed to harsh chemical environments

Premature degradation of ordinary Portland cement (OPC) concrete infrastructures is a current and serious problem with overwhelming costs amounting to several trillion dollars. The use of concrete surface treatments with waterproofing materials to prevent the access of aggressive substances is an important way of enhancing concrete durability. The most common surface treatments use polymeric resins based on epoxy, silicone (siloxane), acrylics, polyurethanes or polymethacrylate. However, epoxy resins have low resistance to ultraviolet radiation while polyurethanes are sensitive to high alkalinity environments. Geopolymers constitute a group of materials with high resistance to chemical attack that could also be used for coating of concrete infrastructures exposed to harsh chemical environments. This article presents results of an experimental investigation on the resistance to chemical attack (by sulfuric and nitric acid) of several materials: OPC concrete, high performance concrete (HPC), epoxy resin, acrylic painting and a fly ash based geopolymeric mortar. Three types of acids, each with high concentrations of 10%, 20% and 30%, were used to simulate long term degradation by chemical attack. The results show that the epoxy resin had the best resistance to chemical attack, irrespective of the acid type and acid concentration.