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Item Influência do tipo e do tempo de duração de cura nas propriedades mecânicas de concretos de alto desempenho (CAD) produzidos em períodos quente (t>25°C) e de baixa umidade relativa do ar (h<50%)(Universidade Federal de Goiás, 2005-06-07) BESERRA, Simone Ataíde; BACARJI, Edgar; http://lattes.cnpq.br/2385473000869120; GEYER, André Bortolacci; http://lattes.cnpq.br/0135796530510700In the case of conventional concrete, small constructive defects, variations of mix proportion or even inadequate curings can not compromise significantly the material. No longer HPC demands a severity in the control since its dosage until the execution, therefore any imperfection can bring serious damages to the material or the structure. Amongst the relative aspects most important to the total quality of any concrete it is the curing, that becomes basic when is about HPC. The curing of the high performance concrete constitutes in a controversial subject in the technician area as well as the type and duration of it, therefore the necessity of a deeper refined study on this subject. This research verifies the influence of the type and time of duration of curing in the mechanical properties of the HPC (compressive strength, flexion tensile strength and module of deformation), produced in Goiânia in hot period (t>25ºC) and of low relative humidity of air (h<50%) situation this considered critical for NBR 14931/2003 and predominant in the months of May the September in this region. In the experimental study were produced HPC of target compressive strength 60, 80 and 100MPa, from the Furnas Mix Proportion Method, using cement CP II-F-32, silica fume, polycarboxylate based superplasticizer, natural sand and crushed stones nº 0 of the granulite. 14 cures of different type and times of duration had been applied: curing with permanence of 1, 3, 7, 14, and 28 days inside of the humid chamber; curing with aspersion of water during 1, 3, 7, 14 and 28 days; chemical curing based on paraffin and chemical curing based on chloride rubber; cure for aspersion of water during 7 days and later sealing of the part with membrane of curing based on chloride rubber and air curing. For concretes of target compressive strength to the 28 days of 60 MPa and 80 MPa, the best type of curing was "saw humid" (curing in humid chamber and curing with aspersion of water) and the best time of duration humid was 7 days. For the one of 100 MPa the best type of curing also was "saw humid", however the duration time was 14 days. According to the chemical curing, some times the results had been even though less than to the one of reference (air curing). Among the two types of used chemical curing, difference in the results of compressive strength was not verified, despite the chemical membrane based on paraffin has an inferior cost to the chloride rubber base.Item Punção em lajes cogumelo : estudo da retangularidade dos pilares(Universidade Federal de Goiás, 2006-08-31) MOURO, Valéria Conceição; GUIMARÃES, Gilson N.; lattes.cnpq.br/0060821461126304; GOMES, Ronaldo Barros; lattes.cnpq.br/6046088082653028Eight reinforced concrete square flat slabs of reinforced concrete were tested. Slabs were 130mm thick with an 1800 mm side and were submitted to central loading, and the objective was to investigate the influence of column rectangularity coefficient. Column cross section dimensions (cmáx/cmín) varyied between 1 and 4, with a constant perimeter equal to 1000mm. Results presented and analysed include ultimate loads and failure types, modes of rupture, vertical displacements, cracking and deformations of steel and concrete. Comparisons with codes, norms and results of literature results are also presented. The results indicate that as the rectangularity coefficient increases, punching shear resistance decreases for constant perimeter column flat slabs. Suggesting that punching shear has to be considered specially in regions close to column extremity, where there is a larger concentration of shear forces. A proposal for an inclusion of the retangularity parameter (cmáx/cmín) in expressions for calculation punching shear resistance of ACI (2002), CEB-FIP (1991), EC2 (2001) and NBR-6118 (2003) codes is presented.Item CONECTOR DE CISALHAMENTO EM PERFIL FORMADO A FRIO: ANÁLISE VIA MODELAGEM COMPUTACIONAL(Universidade Federal de Goiás, 2006-09-14) SILVA, Paulo Henrique Menezes; ARAÚJO, Daniel de Lima; http://lattes.cnpq.br/8801080897723883In a composite system, a steel beam (laminated, welded or cold formed) is associated with a concrete slab, forming a composite beam. The interaction between concrete and steel can be mechanical, by friction or, in some cases, only by adherence. One of the major advantages of the composite beams is the increase in strength and stiffness due to association of steel and concrete that makes possible the reduction of the height of the structural elements, implicating in material economy. The present research has the purpose to present a general vision of the structural behavior of the composite steel-concrete beams and to proceed to a more detailed study of the behavior of the shear connectors made from cold formed steel. A modeling study of the push-out test is accomplished with the intention to find the factors that influences the resistance and rigidity of the connection. The numerical study consists in the elaboration of a three-dimensional numerical model to simulate the push-out test from which is obtained the force-displacement curve, ultimate load, deformations and tensions along the connector. The numeric results are compared with obtained experimental values of rehearsals accomplished at laboratory for validation of the same ones. For the accomplishment of the numeric modeling the computational program ANSYS® 6.1 was used, which uses non-linear material and geometric Finite Element Method models. The numeric models present as variables of interest the thickness, the height of the shear connectors made of cold formed steel and the resistance of the concrete used in the premolded slab with reinforced concrete lattice joist. Results showed that the thickness of the connector is the most important variable in the connection strength, however the height of the connector also has influence in the resistance and, mainly, in the rigidity of the connection.Item Análise não-linear de lajes de concreto armado pelo método dos elementos finitos(Universidade Federal de Goiás, 2006-09-27) BANDEIRA, Mirtes Silva; PRADO, Ademir Aparecido do; http://lattes.cnpq.br/4118518363912053In this work was carried simulations in the slabs and compared results with those obtained in the experimental research of Campos (2000) and Pires (2003), held on the slabs reinforced concrete brought to the failure by bending for inquiry of strengthening using uper the surface. For the modeling version 8.1.2 of DIANA was used and the inquiry of the behavior of the slabs was made through nonlinear analysis, adopting for the models elements of shell and solid. The behavior of the slabs was analyzed through the displacements central and approached the influence of the positioning of the reinforcement, the supports and the parameters that define the behavior of the concrete in the softening phase, being distinguished it maximum resistance of the concrete in the tension. The results are indicative of the good performance of the applied numerical models and that, the programs that use the concepts of the Fracture Mechanics in its formularizations, consist in powerful tool to reduce the amount of tests for the study of some specific phenomena, since that if they have resulted trustworthy of the behavior of the employed materials.Item MODELAGEM NUMÉRICA DE VIGAS DE CONCRETO REFORÇADO COM FIBRAS DE AÇO(Universidade Federal de Goiás, 2006-09-28) SOUZA, Marcel Bruno Silveira e; ARAÚJO, Daniel de Lima; http://lattes.cnpq.br/8801080897723883; PRADO, Ademir Aparecido do; http://lattes.cnpq.br/4118518363912053Item Otimização de estruturas reticuladas planas com comportamento geometricamente não linear(Universidade Federal de Goiás, 2006-10-20) ASSIS, Lilian Pureza de; ALMEIDA, Sylvia Regina Mesquita de; http://lattes.cnpq.br/1855764480221018The aim of this work is to present a formulation and corresponding computational implementation for sizing optimization of plane frames and cable-stayed columns considering geometric non liner behavior. The structural analysis is based on the finite element method using the updated lagrangian approach for plane frame and cable elements, which are represented by plane truss elements. The non linear system is solved by the Newton-Raphson method coupled to load increment strategies such as the arch length method and the generalized displacement parameter method, which allow the algorithm to transpose any critical point that happen to appear along the equilibrium path. In the optimization process the design variables are the heights of the crosssection of the frame elements, the objective function represents the volume of the structure and the constraints impose limits to displacements and critical load. Lateral constraints impose limits to the design variables. The finite difference method is used in the sensitivity analysis of the displacement and critical load constraints. The optimization process is carried out using three different optimization strategies: the sequential quadratic programming algorithm; the interior points algorithm; and the branch and bound method. Some numerical experiments are carried out so as to test the analysis and the sensitivity strategies. Numerical experiments are presented to show the validity of the implementation presented in this dissertation.Item INFLUÊNCIA DE ADIÇÕES MINERAIS POZOLÂNICAS E DE FINOS DE PEDREIRA NAS PROPRIEDADES MECÂNICAS E NA MICROESTRUTURA DO CONCRETO AUTO-ADENSÁVEL(Universidade Federal de Goiás, 2007-08-27) ARAÚJO, Janaína das Graças; GEYER, André Bortolacci; http://lattes.cnpq.br/0135796530510700For the benefits of its properties in fresh state, self-compacting concrete (SCC) demands a high powder content in the composition, nearby 450kg/m³. The quarry dust, resultant material of the coarse aggregate production, can b considered as an economic and sustainable alternative for the development of the SCC. As well as the quarry dust, mineral additions, is used in conventional concretes and can also be used in the self-compacting concrete, with the same kind of benefits. Using the mix design for SCC developed by Tutikian (2004) a study for evaluation of the SCC mechanical properties were done, where natural sand had been partially replaced by quarry micaschist, granite and gneiss - and cement for silica fume, metakaolin and calcined clay pozolan. The test methods for fresh state used was Slump-flow (FURNAS, 2005a), U-Box (FURNAS, 2005b), Entrained air (NM 47, 2002) and Specific gravity (9833, 1997). Cylindrical test specimen 100x200 mm had been molded for tests - compressive strength (NBR 5739, 1994), modulus of elasticity (NBR 8522, 1984), splitting tensile strength (NBR 7222, 1994) and flexural strength (NBR 12142, 1991) -the age of 28 days. Samples using the mixture1: 4,5 had been analyzed by scanning electron microscope (SEM). The results show that it can be possible the use of different additions for the production of high quality SCC. We detach the small variability of the specific gravity, as well as the entrained air, wide presented low values. For concretes with same compressive strength, the values of modulus of elasticity had varied between 5 and 60% and the splitting tensile strength and flexural strength had been remained between 10 and 15%Item AVALIAÇÃO DO DESEMPENHO DE CONCRETOS COM ADIÇÕES MINERAIS QUANTO À CORROSÃO DAS ARMADURAS INDUZIDA POR CLORETOS(Universidade Federal de Goiás, 2007-08-29) OLIVEIRA, Andrielli Morais de; CASCUDO, Oswaldo; http://lattes.cnpq.br/3336749062812376The present work aims to study the performance of concrete with regard to the action of chloride ions, evaluating the influence of both mineral additions and water/binder ratio (w/b), considering kinetic and thermodynamic aspects of the corrosive phenomenon. A experimental research was carried out considering the following variables: the presence of mineral additions in partial substitution to the cement weight (10% of silica fume; 25% of fly ash; 10%, 20% and 30% of metakaolin) and the water/binder ratio (0,40 and 0,55). Thus, cubic concrete test specimens were produced, in addition to cylindrical test specimens for concrete characterization in relation to the compressive strength, specific mass, void ratio and capillary water absorption. After 645 days of casting, the cubic concrete test specimens were submitted to the chlorides attack during 308 days, totality 44 weekly cycles of immersion in chlorides aggressive solution. They were monitored, throughout this period, by means of techniques, such as: the concrete electric resistivity, the half-cell potential, the polarization resistance and the electrochemical impedance spectroscopy. At the end of the experiment, visual inspections of reinforcing steels allowed to observe their superficial aspects after attack. As general result, it was gotten that the incorporation of mineral additions to the concretes promoted significant profits in all the evaluated properties, evidencing the beneficial effect of these additions in concretes exposed to aggressive conditions, specially in those in which there are chloride ions. In this direction, the statistical analysis has shown evidences that concretes with silica fume and metakaolin achieved the best results of electrical resistivity. In relation to the half-cell potentials, the reference concrete (without mineral additions) presented the worst performance, with an indication of despassivation in the reinforcing steels accentuated fall in the values of resistance of polarization with the time, proving the susceptibility of these systems to the action of chlorides. The concrete with mineral additions did not present depassivation of the reinforcing steels meaning that these systems possess great durability and service life in relation to those without mineral additionsItem Estrutura mista madeira-chapa dobrada submetida à flexão simples(Universidade Federal de Goiás, 2007-09-28) MONTEIRO, Vilma França; GOMES, Orlando Ferreira; http://lattes.cnpq.br/3244852416821211; BACARJI, Edgar; http://lattes.cnpq.br/2385473000869120This work deals with theoretical and experimental study of timber beams and timber/cold formed steel plates composed beams, submitted to the bending. A combination of different materials aims to the exploitation the advantages of each material, of manner to have a viable set, in constructive terms, structural and economic. For the accomplish of the research, three beams wooden with dimensions 40mm x 120mm x 1050mm, six hardened beams wooden in the superior face with metallic profile in the dimensions 50mm x 25mm x 2mm and six beams of wooden stiffeners in faces inferior and superior with the same profile metallic had been assayed. The spacing between the connectors had been of 100mm, 200mm and 300mm. With the objective to supply given necessary the sizing, a theoretical formularization for the determination of the internal moment and for the estimative of the deflection was presented. For this, the mechanical properties of the wood, the steel and the connectors had been determined. With the results of the assays of characterization of the materials, the simple and mixing beams had been assayed to the bending, for reading of the deformations and maximum vertical displacements of the landslide in the extremities inferior and superior. Such values had been gotten by means of electric strain gauges and comparing clocks. They had been determined still: the tensions in the elements of the beams and the curves load versus displacement. It was observed that, in relation to the wooden simple beam, it had average increase at the ultimate load, for the beams with parts hardened in the compressed face, of 20%, and of 49 when placed stiffeners in the faces compressed and tensioned. In the value of the deflections it had average reduction of 15% when used stiffener in the superior face and of 49% in the parts with stiffeners in the faces was used compressed and tension. The biggest reduction in the deflections happened in the parts with lesser spacing between connectors, indicating that the influence of the interaction is bigger in relation to the displacements that in relation to the bending moment. In stress distribution diagram in the transversal sections it was adopted, in all the cases, the triangular form for the wood and for the profile it was adopted a rectangular form. It was obtained results that differ from the experimental values in 17% for the simple beams, in 16% for the parts hardened with profile in superior face and 21% for the parts hardened with profile in the faces upper/lower indicating that the formularization proposal can be applied with safety. In the calculation of the deflections the geometric properties of the mixing section, in elastic regimen, had been gotten with the homogenized section. An equation for the determination ofthe factor of correction of the estimated deflection, for the studied cases is presented.Item Critérios normativos sobre influência da relação Aw/Af e esbeltez de alma no cálculo da resitência à flexão de vigas esbeltas em elementos de estruturas de aço.(Universidade Federal de Goiás, 2007-10-01) FERNANDES, Rodrigo; BACARJI, Edgar; http://lattes.cnpq.br/2385473000869120; GOMES, Orlando Ferreira; http://lattes.cnpq.br/3244852416821211This work contains a theoretical analysis of the behavior of plate girders. A plate girder has been calculated based on the criteria of the American standard Manual of Steel Construction Load and Resistance Factor Design (AISC, 1994), and checked by the Brazilian standard NBR 8800: Projeto e execução de estruturas de aço de edifícios (método dos estados limites) (ABNT, 1986), the revision project of the Brazilian standard Projeto de Revisão da NBR 8800: Projeto e execução de estruturas de aço e de estruturas mistas aço-concreto de edifícios (ABNT, 2003), the revision project of the Brazilian standard Projeto de Revisão da NBR 8800: Projeto de estruturas de aço e de estruturas mistas de aço e concreto de edifícios (ABNT, 2007) and the European standard Eurocode 3: Design of steel structures Part 1.1: General rules and rules for buildings (CEN, 1992). PFEIL (1989) has calculated a plate girder by using the Brazilian standard NBR 8800/86. The calculated dimension have been checked by the mentioned standards. NARAYANAN (1992 apud OWENS, KNOWLES E DOWLING, 1992) has dimensioned a plate girder by using the British standard BS 5950: Structural use of steelwork in building. Part 1: Code of practice for design in simple and continuous construction: hot rolled sections (BSI, 1990), which has also been checked by the mentioned standards. Furthermore, theoretical analyses related to the calculus of plate girders presented by many authors have been considered. The main goal is to assess the criteria utilized by the standards for the calculus of plate girders. From the obtained results, for the checked girders, by the standards and related theories, a comparative analysis among the utilized criteria by the standards has been made. The reached conclusion is that the Brazilian standard and its revision projects has identical criteria compared to the American standard for the calculus of plate girders. The European standard presents slightly different criteria compared to the American standard; however, both provide close results one compared to another. The theories utilized have also provided close results from those obtained by the standards.Item Influência do agregado graúdo reciclado de resíduos da construção predial nas propriedades do concreto fresco e endurecido(Universidade Federal de Goiás, 2007-10-04) NUNES, Wesley Carlos; FIGUEIREDO, Enio José Pazini; lattes.cnpq.br/4075543806767323Recycling waste materials is an efficient way to hinder environmental, social and economic impacts of the civil construction industry. This dissertation aimed at verifying the behavior of different concretes made of coarse recycled aggregate (AGR), mineral fractions collected from the waste (RCD) of a high- rise apartment building (multiple floor building). The RCD has been selectively collected at the building construction site and processed by a jaw crusher. The study focused on the effects of gradual replacements of coarse natural aggregate (AGN) by AGR where the fundamental properties of the fresh and hardened concretes are concerned. The experiment involved the production of three dry aggregate/ceme nt ratios: (3,5 / 1), (5 / 1) and (6,5 / 1) for each concrete family (zero%, 25%, 50%, 75% and 100% replacement contents of AGN by AGR), and thus 15 different concrete mix proportions were manufactured. Workability, entrapped air, and density were the variables analyzed in the fresh concretes. Furthermore, water absorption, density, total pores volume, compressive strength, splitting-tensile strength, and initial-tangent modulus were the properties studied in hardened concretes. The strengths of concretes with AGR contents are lower than those of corresponding reference concretes (zero% of replacement content of AGN by AGR). However, reductions in the cement content in mixtures of the concretes produced with AGR showed compressive and splitting-tensile strengths values nearer to those of the reference concrete family. The experiment allows for the conclusion that concretes produced from AGR of RCD can be used for several purposes in civil construction, if the management of concrete mix proportions and the control of quality are performed under the liability of capable and qualified professionals.Item CONTRIBUIÇÃO AO ESTUDO DAS PROPRIEDADES MECÂNICAS E DA DURABILIDADE DE CONCRETOS COM ESCÓRIA DE ACIARIA ELÉTRICA (EAF) COMO AGREGADO GRAÚDO(Universidade Federal de Goiás, 2007-10-17) FARIA, Ricardo Andrade Fernandes; TUBINO, Rejane Maria Candiota; http://lattes.cnpq.br/5775852172717383The increasing demand for aggregate for uses in engineering stimulated the search for alternative materials. In this way, the civil construction potentially started to be a great consumer of residues from other industries, becoming a great recycle plant. The use of by-product, brings great environmental benefits in relation to the degradation of the environment, as for example, less settlement of residues in earth fill, the reduction of extraction of natural resources, and the exploration of aggregate ores. Steel plants from around the world have a commom problem, that is what to do with all the steel slags generated as a by-product from the steel refining in electric steel plants or oxygen steel plants. There are two points of these process where slags can be generated: the first comes from the electric or oxygen furnace itself (called oxidizing refining) and the second is the laddle metallurgy slag (reduction refining slag), which is the last stage of the steel production. This aims to demonstrate related studies to the use of steel slags (EAF slags) in electric steel plants as coarse aggregate. Expansibility of the steel slag tests had been carried through, compressive strength, tensile strength for diametrical compression, related modulus of deformation and durability tests, such as: intensity of corrosion, potential of corrosion, ohmic resistivity and depth of carbonation. After this, it was observed the similarity of the results between the concrete made with steel slag and the concrete made with conventional aggregates, natural aggregate known as mica schist. It was observed improvements in the properties of the concrete with steel slag, such as: increase in its strength (compressive / tensile) and increase of the modulus of deformation. Concerning the durability, it was noted, in a general way, that the substitution of the aggregates, conventional for siderurgical, has not influenced in the performance of the concrete.Item Influência da areia artificial oriunda da britagem de rocha granito-gnaisse nas propriedades do concreto convencional no estado fresco e endurecido(Universidade Federal de Goiás, 2007-10-31) CABRAL, Keillon Oliveira; FIGUEIREDO, Enio José Pazini; lattes.cnpq.br/4075543806767323The dissertation is aimed at the study being presented theoretical and experimental verification of the performance of artificial sand come from crushing the rock of granite-gneiss in relation to natural sand. Currently, the sand has artificially low commercial value of the market and is considered a "some kind of piece of marginal material ", whose purpose is not defined and remained stored in the courtyards of the quarries, forming huge piles that cause various environmental impacts. In addition to this, the traditionalism and the lack of information has led to an unwarranted mystification of this material. The methodology used for the tests of the research was based on standardized tests, which attempt to meet the objectives of the dissertation, in addition to enhancing the development of techniques to search for alternative aggregates. This has examined the influence of artificial sand in place of natural sand, with different proportions, and focuses on quality of the concrete in plastic and hardened its phases, taking into account the mechanical, elastic, physicalchemical, environmental and economic. The work was to characterize the material that composed the concrete studied. After this phase, were up corpses-of-proof concrete, using 15 (fifteen) different traits, so that the natural sand was gradually replaced by artificial sand, in proportions of 25%, 50%, 75%, and 100%. For each trait was quantified its rebate, density, air incorporation, resistance to axial compression, traction, deformation module, absorption by immersion, alkali-aggregate reaction and an economic evaluation. It is considered that the main objective of this research has been fully achieved, because it was proven the theoretical feasibility of replacing part or even all, of natural sand by artificial sand in conventionalItem Reação álcali-agregado: estudo do fenômeno em rochas silicosas(Universidade Federal de Goiás, 2008-08-29) Couto, Tiago Andrade; Hasparyk, Nicole Pagan; Carasek, Helena; http://lattes.cnpq.br/3023241186996790; Carasek, Helena; Hasparyk, Nicole Pagan; Cascudo, Oswaldo; Kuperman, Selmo ChapiraThe symposium on Alkali-Aggregate Reaction (AAR) held in Goiânia in 1997 led to a greater dissemination of this deleterious reaction in Brazil, motivating engineers to find solutions for the problem. Recently, in Brazil, this occurrence has occurred in several building foundations in the Recife metropolitan area besides hydraulic powers plants, as can be seen in some publications from the last AAR Symposium in 2006. This study presents an investigation of several aggregates commercially used in the State of Goiás, Brazil, in order to determine their potential reactivity. In addition, their behavior were compared to the ones from aggregates from several Brazilian classic cases such as Furnas HPP (MG), Moxotó HPP (AL/BA), Pedro Beicht Dam (SP/MG) and Jaguara HPP (SP), beyond aggregates used in civil works of Pernambuco and also a highly reactive basalt from Paraná. The experimental program tested twenty-two rock samples with varied lithology and two local types of cements that had the same clinker (cement A and B). The research uses petrographic analyses, accelerated mortar bar test (NBR 15577), chemical test method (NBR 9774) and accelerated concrete prisms test (based on NBR 15577), to assess the reactivity of the rocks. The results indicate that aggregates show varied expansivity and reactivity among them and sometimes one specific aggregate present different behavior by comparing the results form the test methods performed. This study also discusses the possibility of preventing deleterious expansion from tested aggregates by using the correct type of cement.Item Transferência dos esforços cisalhantes em juntas de pavimentos rígidos(Universidade Federal de Goiás, 2008-09-17) Oliveira , Elisandra Miranda de; Guimarães , Gilson Natal; http://lattes.cnpq.br/0060821461126304; Guimarães , Gilson Natal; Geyer , André Luiz Bottolacci; Tavares, Maria Elizabeth da NóbregaThe joint is part of the constructive process of the rigid pavement. In its implementation the section of concrete located below it is weakened and eventually becoming the most vulnerable of the pavement can arise where the possible diseases that may affect their strength and durability. Despite the importance that the joint has in the life of the rigid pavement it is not exploited, and therefore became the main subject of this study. This work is an experimental study of the sawed joint in rigid pavement of concrete with evaluation of the transference of shear strength through the saweds joints. The experimental program consisted of test of fourteen simple concrete plates with sawed joint, and adoption of the following variable: presence of smooth dowel of Ø 12,5mm, variation of the length of dowel (500 mm, 400 mm and 300 mm), variation of the thickness of the plates (120 mm and 160 mm), variation of the strength to the compression of the concrete (20 MPa and 30 MPa) and of the type of used concrete (conventional and autoadensável). These plates had been supported on natural and assayed rubber layers with static shipment application in one of the sides of the together one until the rupture of the plate. The results had shown that: the use of dowel in these meetings increases the efficiency in the transference of efforts; the increase in the thickness of the plate increases the resistant capacity of the together one, the efficiency in the transference of efforts and possesss minors displacements of the plate during the application of the shipment; the dowel with reduced size are efficient, but the bars of 400 mm present resulted next to the one to the bar in commercial size, 500 mm; the plates in autoadensável concrete after the fissuration practically do not present contribution of the concrete in the transference of efforts for the intertravamento of aggregates; the sawed joint depth of the together one has influence in the way of rupture of the plate and tack relation enters the bar of transference and concret.Item INFLUÊNCIA DO TAMANHO DO CORPO DE PROVA NOS RESULTADOS DE ENSAIOS DE MÓDULO DE DEFORMAÇÃO E RESISTÊNCIA À COMPRESSÃO E SUAS CORRELAÇÕES PARA CONCRETOS PRODUZIDOS EM GOIÂNIA - GO(Universidade Federal de Goiás, 2008-10-03) MARTINS, Danilo Gomes; GEYER, André Bortolacci; http://lattes.cnpq.br/0135796530510700Even though the different sizes of cylindrical specimens for tests in concrete are standardized to get the simple compressive strength and the modulus of elasticity, this factor is not usually studied in most researches. So, the goal of this thesis was to evaluate the influence of the size of the specimens in the initial tangent modulus of elasticity (Eci) and in the compressive strength (fc), correlate the values of fc and Eci, and compare the values of modulus of elasticity that were estimated by the equations proposed by the Brazilian code (NBR 6118/2003) and by the American norm (ACI 318/2002). Concretes with three levels of strength were used after 28 days: 25MPa, 30MPa and 40MPa. They were all proportionally mixed with materials of the region and supplied by only one concrete batching plant of Goiânia GO. The tests of compressive strength and initial tangent modulus of elasticity were done in cylindrical specimens of 100 x 200 mm and 150 x 300 mm after 28 days. The samples were collected during the delivery of the concrete in the construction sites. For each truck, ten specimens were molded, five of 100 x 200 mm and five of 150 x 300 mm. Of the 600 specimens that were molded, 240 tests of compressive strength and 360 tests of modulus of elasticity were done. The cure was in a tank with water saturated with limestone. After the tests were done, the statistical analysis of the results was done. The variance analysis (ANOVA) indicated that the size of the specimen exerts influence only on the results of the initial tangent modulus of elasticity (Eci). There is a tendency for the specimens of 100 x 200 mm to show greater results for the modulus of elasticity of the concrete than the specimens of 150 x 300 mm. In the compressive strength, only the level of strength significantly exerted influence on the results. It was also observed that the NBR 6118/2003 overestimates the values of modulus of elasticity of the researched concretes and the results are better adequate to the model proposed by the ACI 318/02.Item Análise experimental de pilares de concreto armado submetidos à flexo-compressão, reforçados com comcreto auto-adensável e chumbadores(Universidade Federal de Goiás, 2008-10-28) SAHB, Keyla Fabrícia Pereira; SHEHATA, Ibrahim Abd El Malik; http://lattes.cnpq.br/5739886256942536; GOMES, Ronaldo Barros; lattes.cnpq.br/6046088082653028The reinforced concrete structures are subject to interference from many factors that affect its stability and its performance and may generate the need for interventions and eventual reinforcement. There are several techniques of enhancing that can be employed and in the case of columns, the increase of the section with reinforced concrete is quite usual. This type of enhancement requires the attendance requirements to ensure its effectiveness, among which stand out in importance: meeting the needs and characteristics of project, the appropriate sizing, and the adhesion between concrete of different ages. Although the reinforcement of structures involve risk situations, and in many cases, are costly and uncertain, does not exist in the country a specific normalization for their specific design and implementation, thus they have been executed considering the normative disposals for project and execution of structures of armed concrete and in personal experiences. This research was evaluated the behavior of reinforced concrete columns required to flexural compression, with an initial section of 120 mm x 250 mm and height of 2000 mm in the compressed section and enhanced with a layer of 35 mm of self compact concrete and anchors. Was varied the amount of anchors and kept the other variables such as the concrete strength of the original columns and the enhanced columns, the initial rate of reinforcement, the eccentricity of the load test, the thickness of the reinforcement and the preparation of the substratum method. The strengthened columns had presented increasing load by increasing the amount of anchors used in the interface between the concrete of different ages. The improvement in the performance of the interface was observed, slowing the sputting and in one case, the column with a larger amount of anchors, with the crushing of concrete and sputting, almost simultaneously. There was a reduction of displacements caused by the decrease in ductility. These evidences indicate that the adopted technique of reinforcement if showed efficient, promoting consolidation of the composed section betterItem ESTUDO DE ALVENARIAS E REVESTIMENTOS DE GESSO RECICLADO DESTINADO À HABITAÇÃO POPULAR(Universidade Federal de Goiás, 2008-11-08) SILVA, Renata Moreira de Sá e; TUBINO, Rejane Maria Candiota; http://lattes.cnpq.br/5775852172717383The generation of large quantities of solid waste is a great problem faced by urban areas. Like all building materials, the gypsum plaster is a generator of solid waste. The amount and inadequate waste disposal cause serious environmental, social and economical impacts. This requires the search for quick and effective solutions for its management, through the development of specific programs, which aim to minimize these impacts. This study was developed with the purpose to use waste material of the gypsum industry to built low cost houses with better environmental comfort. Also there were motivations for this study the advantages of gypsum, among them thermal and acoustic insulation, and to help managing municipal waste. Thus, it was studied closing masonry with bricks made by the reuse of gypsum plaster which not have sufficient fluidity to make construction frames anymore. In order to verify which mortar better fit this construction system, two different types of settlement mortars were studied: traditional gypsum paste (GC) and traditional mortar (cement, lime and sand) (AT). The aspects of productivity, cost and strength compression of the constructive system were tested. Coatings were also studied, performed with two types of recycled gypsum: wet recycled gypsum (RU) and dry recycled gypsum (RS), varying their proportions and analyzing the performance of them concerning on workability, cracking, tensile strength and for water absorption and permeability, according to the NIT 140 method proposed by CSTC, from Belgium. In order to verify the thermal and acoustic comfort, a prototype was produced with these new materials. The results showed that the traditional mortar (AT) was the most suitable for the construction of closing masonry made by recycled gypsum, the best internal coating was the 25% paste substituition by wet plaster (RU) and external coating the traditional mortar (AT), 1:1:6 mixture proportion, widely used in constructions. In relation to thermal comfort, there was a better thermal attenuation of recycled gypsum prototype in comparison to a soil cement bricks prototype, also with a good accoustic isolation. The results assured technical and financial viability of using these types of coatings in the construction of low cost housing.Item Estudo Experimental de Pavimentos de Concreto: Influência da Posição da Barra de Transferência e do Tipo de Concreto(Universidade Federal de Goiás, 2009-03-12) SILVA, Juliano Rodrigues da; GUIMARÃES, Gilson N.; lattes.cnpq.br/0060821461126304This work presents an experimental study of the behavior of transverse joints in unreinforced concrete slabs under elastic support. Due to the tensions caused by loads and volumetric variations in the slab, transverse joints when badly executed can cause a efficiency reduction in the shear transfer, thus reducing the useful life of the concrete pavement. To have a better efficiency in the shear transfer in joints of concrete pavements, 500 mm transfer bars are used with bar diameters varying from 10 mm to 32 mm. These bars are positioned at midheight of the sawed joints spaced at every 300 mm. This research seeks to verify the influence of the positioning of the transfer bars and the influence of different types of concrete on sawed joints of concrete pavements. Three different types of unreinforced concrete were used: conventional concrete, steel fiber concrete and self-compacting concrete. The experimental program consisted of the application of static monotonic loading in nine concrete plates, simulating concrete pavements, with dimensions 2200 mm x 600 mm, with a sawed joint at midlength supported by an elastic rubber layer. The experimental results showed that joints with transfer bars performed much better than those joints without transfer bars and that bars located at midheight perform better than those bars positioned at 45 mm from the base. The concrete types were quite different, however the steel fiber concrete was shown to be more efficient than the other two concrete types, and the conventional concrete was more efficient than self-compacting concrete, probably because aggregate interlock is better in conventional concreteItem GERENCIAMENTO DE PROJETOS PARA EDIFÍCIOS RESIDENCIAIS DE MÚLTIPLOS PAVIMENTOS: DIRETRIZES APROPRIADAS PARA COOPERATIVAS HABITACIONAIS AUTOGESTIONÁRIAS(Universidade Federal de Goiás, 2009-06-09) BARBOSA, Carlos Alberto de Jesus; FIGUEIREDO, Enio José Pazini; lattes.cnpq.br/4075543806767323Studies carried out by the United Nations (UN) show that a third of the population of the planet is suffering from the lack or inadequacy of dwellings and infra-basic structure. The deficit per dwelling is more serious in underdeveloped countries and developing countries, such as Brazil, and is becoming increasingly difficult to be solved without a great effort of the public, private initiative, financial institutions, education/research and associations on the basis of the various categories of work. As an alternative provision housing, has-if the participative management by mutual assistance, highlighting-if the housing cooperatives of auto-management. This program have presented high performance, where the works housing are being marketed and financed through this modality constructive, reducing the overall cost and increase the quality of the ventures. The mitigation of the overall cost of venture is a preponderant factor of success and survival of housing cooperatives of auto-management. The construction of residential buildings multiple floors enables the ventures housing cooperatives, because the high cost of developed land, usually with areas reduced, requiring increase the number of floors of the product for the better use of sites. The survival and servicing objectives of housing cooperatives of auto-management should consider four fundamental aspects: effectiveness in running (including the projects management), strong partnerships (with highlight to the public power, financial institutions , teaching/research, and other cooperative branches), existence of technical advice (from its constitution) and the target public (associated members with aware and motivated). Several studies identify that is in the projects management of the key to the reduction of waste of inputs and costs, with a gain in productivity and of the quality required to the final product. Considering the gaps in knowledge related to management of the project in the cooperative housing ventures, this study aims to investigate the main factors the quality of the production process, especially the stage of project of residential buildings with multiple floors built by the system of housing cooperatives of auto-management. As a result, the study provides some guidelines and tools for evaluating performance and quality of planning and control of the stage of project, from the studies of models, obtained by two aspects of phenomenological research. With the first vector seeks to at the literature national and international, models and tools for assessing the quality of project management, being more appropriate and would be appropriate for housing cooperatives of auto-management. Through the second vector investigated if, with the study of cases, two ventures of residential buildings multiple floors one in the city of Águas Claras DF, and another in the city of Goiânia GO, administered by housing cooperatives of auto-management. In these evaluated if the organizational structure, systems of an exchange of information, the weaknesses present and critical phases, planning and control the quality of the stage of project, the methodologies and tools of quality, in construction companies, design offices and between the intervening agents of the project process. It is concluded that the application management of the project in housing cooperatives of auto-management is a fundamental factor for survival,in implementing its main goal: to produce low cost housing and quality to their members.