Esta tese discute as análises teórica e experimental de pilares de seção retangular, esbeltos, confinados por estribos, de concreto de alta resistência, sujeitos à flexo-compressão, considerando os estados limites últimos de ruptura do concreto ou por deformação excessiva das barras da armadura ou por instabilidade. Foram ensaiados 12 modelos de pilares com esbeltez mecânica igual a 92, compondo três séries de 4 pilares cada uma; os parâmetros estudados foram a excentricidade da força, a taxa volumétrica de armadura transversal e a resistência do concreto. Em uma segunda fase, foram analisados 9 pilares curtos de seção quadrada à compressão concêntrica com o objetivo de avaliar a ductilidade e obter as propriedades do concreto confinado. Para a realização dos ensaios foram empregadas rótulas unidirecionais, que permitiram transferir a força excêntrica ao pilar. Para a obtenção das resistências dos concretos, foram realizados ensaios para a determinação da composição dos materiais e foram traçadas curvas de dosagem. Os resultados experimentais foram comparados com os obtidos com o método exato que considera a não linearidade física e geométrica por meio de programas computacionais elaborados pelo autor. Observou-se que os resultados experimentais se aproximaram dos resultados teóricos. As ruínas dos pilares esbeltos foram por instabilidade, sendo que todos eles atingiram o ponto limite. Foi verificado que a capacidade resistente dos pilares é muito sensível para pequenas variações da excentricidade da força. Nos modelos analíticos foram incorporadas formulações de várias normas que contemplam concretos de alta resistência e o critério de confinamento indicadas pela literatura técnica com algumas modificações. Foi verificada uma pequena melhora na ductilidade ao incrementar a taxa de armadura transversal dos modelos ensaiados. Com os resultados obtidos e com as formulações analisadas, sugere-se uma forma alternativa de projeto de pilares esbeltos. / This thesis discusses the theoretical and experimental analyses of slender high-strength concrete rectangular columns confinement by lateral reinforcement, subjected to combined axial load and bending, considering the ultimate limit states of concrete crushing at the compressive face or the longitudinal bars excessive deformation or the column instability. Twelve column models were tested with 92 mechanical slenderness. These models included three series of four columns each; the parameters studied were axial load eccentricity, volumetric lateral reinforcement ratio and concrete strength. In a second step, nine square cross section short columns under concentric compression were tested to evaluate ductility and to obtain the confined concrete properties. A pair of unidirectional hinges was used to transfer the eccentric load to the columns. Tests were carried out for material\'s composition determination and dosage curves were drawn to obtain concrete strengths. The experimental results were compared with those obtained using the exact method that considers physical and geometrical nonlinearities through computational programs prepared by the author. There is not a significant difference between experimental and theoretical results. The instability failure was reach in all columns because of high slenderness, all of they reached the limit point. It was observed that the column ultimate strength is very sensitive for small axial load eccentricity variations. The formulations of several standards codes that consider the high-strength concrete and technical literature confinement criterion with some modifications have been incorporated in the analytical models. A small ductility improvement was observed considering the tests volumetric lateral reinforcement ratio increase. There is an alternative method suggested for slender columns design, based on the obtained results.

Orientadores: Célia Marina de Alvarenga Freire, Itamar Ferreira / Dissertação (mestrado - Universidade Estadual de Campinas, Faculdade de Engenharia Mecânica / Made available in DSpace on 2018-08-20T02:38:33Z (GMT). No. of bitstreams: 1 Carvalho_IcaroZanettide_M.pdf: 13083038 bytes, checksum: c152edb400a89f8aecfa16c8073e6488 (MD5) Previous issue date: 2012 / Resumo: O fenômeno da fragilização por hidrogênio no aço AISI 4340 foi investigado devido ao fato do mesmo ser um aço baixa liga de alta resistência bastante suscetível a este fenômeno. A análise foi feita por meio do ensaio de tenacidade à fratura por flexão baseado na norma ASTM E 399 - 09. A matéria prima utilizada foi fabricada segundo dois diferentes processos, sendo o primeiro pelo método convencional de fundição e o segundo pelo processo VAR (vacuum arc refining) de maneira a se obter uma liga com menores quantidades de impurezas. Corpos-de-prova foram retirados da posição L-C das ligas, temperados a 845 oC e revenidos a 3 diferentes temperaturas (350 oC, 400 oC e 500 oC). O carregamento de hidrogênio foi feito por meio de uma célula eletroquímica, onde os corpos-de-prova foram imersos numa solução de H2SO4 0,01 M com aplicação de uma densidade de corrente de 10 mA/cm2 e dois diferentes tempos de hidrogenação, de maneira a se obter dois níveis de contaminação. Após os ensaios, foram feitas fractografias dos corpos-de-prova ensaiados para cada condição de revenimento e contaminação por hidrogênio, sendo observadas as alterações nos micromecanismos de fratura para as diferentes condições. Os resultados obtidos no ensaio de tenacidade à fratura por flexão foram correlacionados ao micromecanismo de fratura em função da dureza e contaminação por hidrogênio. O aço AISI 4340 convencional nas condições de revenimento de 400 oC e 350 oC mostrou-se bastante susceptível à fragilização por hidrogênio, apresentando reduções da ordem de 10% e 20%, respectivamente, nos valores de tenacidade à fratura de corpos-de-prova contaminados. O mesmo não foi observado no aço AISI 4340 convencional temperado e revenido a 500 oC, que não sofreu fragilização devido à sua baixa dureza. O aço AISI 4340 VAR em todas as condições de revenimento apresentou-se muito menos susceptível ao fenômeno, não sendo evidenciadas variações expressivas nas tenacidades à fratura dos corpos-de-prova contaminados e nas superfícies de fratura resultantes / Abstract: The phenomenon of hydrogen embrittlement in AISI 4340 steel was investigated due to the fact that it is a high strength low alloy steel quite susceptible to this phenomenon. The analysis was done through the fracture toughness test by bending based on ASTM E 399-09. The material used was manufactured according two different processes, the first by conventional casting process and the second by VAR (vacuum arc refining) process in order to obtain an alloy with minor amounts of impurities. Specimens were removed from the position L-C of the alloy, quenched at 845 oC and tempered at 3 different temperatures (350 oC, 400 oC and 500 oC). The hydrogen loading was made by means of an electrochemical cell where the specimens were immersed in a solution of 0.01 M H2SO4 by applying a current density of 10 mA/cm2 and two different hydrogenation times, in order to obtain two levels of contamination. After the tests were performed fractographies of specimens tested for each condition of temper and contamination by hydrogen, with observed changes in the micromechanisms of fracture for the different conditions. The test results of fracture toughness by bending were correlated with the micromechanisms of fracture, the microstructure and hydrogen contamination. The conventional AISI 4340 steel under conditions of tempering of 400 °C and 350 °C proved to be very susceptible to hydrogen embrittlement, with reductions of 10% and 20%, respectively, on the values of fracture toughness of contaminated specimens. The same was not observed in conventional AISI 4340 quenched and tempered at 500 °C, which did not presented embrittlement due to its low hardness. The AISI 4340 VAR steel in all conditions of temper proved to be much less susceptible to the phenomenon, not showing significant variations in fracture toughness of the contaminated specimens and the resulting fracture surfaces / Mestrado / Materiais e Processos de Fabricação / Mestre em Engenharia Mecânica

Les aciers contiennent de nombreuses inclusions : à base manganèse, aluminium, silicium, calcium, ... Leur impact individuel sur l'usinabilité demeure cependant mal connu dans la mesure où il est difficile de les isoler pour en quantifier l'influence. Une des premières tâches est de déterminer précisément leur effet tant sur le procédé en tant que tel (efforts, puissance, température) que sur les outils (nature et vitesse d'usure, modification chimique superficielle).De nombreuses études montrent la formation d'un « lubrifiant solide » à l'interface outil/copeau. Ce dépôt est parfois appelé « couche de transfert sélectif » (Build-up Layer). L'objectif de cette thèse est de savoir quels corps se cachent sous le vocable de « couche de transfert sélectif », quand cette couche est susceptible de se former, sur quelle partie de l'outil, dans quelles conditions opératoires, à quelle vitesse, pour quelles contraintes mécaniques et pour quelles températures. Est-elle susceptible de demeurer sur l'outil à l'arrêt de l'opération d'usinage ? A quelle vitesse se forme-telle ? Est-elle systématiquement stable ? / Steels contain many inclusions essentially composed by manganese, aluminium, silicium, calcium. However the influence of the different inclusions on machinability is poorly quantified. One of our first tasks is to determine precisely the effect of the inclusions on the metal cutting process as well as on the cutting tools. Many research works highlight a solid lubricant provided by the material being machined and spread along the tool-chip interface. This coating is so called Build up Layer.This thesis is devoted to answer some important questions: what is the actual composition of the Build-up Layer? Is it always the same for a tool machining a steel grade? When and where will the Build-up Layer appear? Is it stable?

The primary aim of this research was to develop a method for determining the true uniaxial tensile strength of concrete by conducting a series of cylinder splitting, modulus of rupture (MOR) and cylinder/cube compression tests. The main objectives were: • Critically reviewing previous published research in order to identify gaps in current knowledge and understanding, including theoretical and methodological contributions to the true uniaxial tensile strength of concrete. In order to maintain consistency and increase the reliability of the proposed methods, it is essential to review the literature to provide additional data points in order to add additional depth, breathe and rigor to Senussi's investigation (2004). • The design of self compacting concrete (SCC), normal strength concrete (NSC) and high strength concrete (HSC) mixes and undertaking lab-based experimental works for mixing, casting, curing and testing of specimens in order to establish new empirical evidence and data. • Analysing the data, presenting the results, and investigating the application of validity methods as stated by Lin and Raoof (1999) and Senussi (2004). • To draw conclusions including comparison with previous research and literature, including the proposal of new correction factors and recommendations for future research. 29 batches of NSC, 137 batches of HSC, 44 batches of fly ash SCC and 47 batches of GGBS SCC were cast and their hardened and fresh properties were measured. Hardened properties measured included: cylinder splitting strength, MOR, cylinder compressive strength and cube compressive strength. A variety of rheological tests were also applied to characterise the fresh properties of the SCC mixes, including: slump flow, T50, L-box, V-funnel, J-ring and sieve stability. Cylinders were also visually checked after splitting for segregation. The tensile strength of concrete has traditionally been expressed in terms of its compressive strength (e.g. ft = c x c f ). Based on this premise, extensive laboratory testing was conducted to evaluate the tensile strength of the concretes, including the direct tension test and the indirect cylinder splitting and MOR tests. These tests however, do not provide sufficiently accurate results for the true uniaxial tensile strength, due to the results being based upon different test methods. This shortcoming has been overcome by recently developed methods reported by Lin and Raoof (1999) and Senussi (2004) who proposed simple correction factors for the application to the cylinder splitting and MOR test results, with the final outcome providing practically reasonable estimates of the true uniaxial tensile strength of concrete, covering a wide range of concrete compressive strengths 12.57 ≤ fc ≤ 93.82 MPa, as well as a wide range of aggregate types. The current investigation has covered a wide range of ages at testing, from 3 to 91 days. Test data from other sources has also been applied for ages up to 365 days, with the test results reported relating to a variety of mix designs. NSC, SCC and HSC data from the current investigation has shown an encouraging correlation with the previously reported results, hence providing additional wider and deeper empirical evidence for the validity of the recommended correction factors. The results have also demonstrated that the type (size, texture and strength) of aggregate has a negligible effect on the recommended correction factors. The concrete age at testing was demonstrated to have a potentially significant effect on the recommended correction factors. Altering the cement type can also have a significant effect on the hardened properties measured and demonstrated practically noticeable variations on the recommended correction factors. The correction factors proved to be valid regarding the effects of incorporating various blended cements in the HSC and SCC. The NSC, HSC and SCC showed an encouraging correlation with previously reported results, providing additional support, depth, breadth and rigor for the validity of the correction factors recommended.

Concrete structures may be subjected to dynamic loading during their service life. Understanding the dynamic properties of concrete structures is becoming critical because of the increased concern about the dynamic loading of both civilian and military structures, and especially, the recent increase in terrorist attacks on structures. Fiber reinforced concrete (FRC) is known to exhibit superior performance in its post-peak energy absorption capacity, (i.e., toughness) under flexural and tensile loading. However, the behavior of fiber reinforced concrete under compressive impact has not previously been investigated. In the present research, the response of fiber reinforced concrete was investigated over the full strain rate regime, from static loading to high strain rate loading, and finally to impact loading. The compressive toughness of FRC under static loading was studied using an existing Japanese standard (JSCE SF-5). Then, a test method for FRC under compressive impact loading was developed, involving the use of a high speed video camera system to measure the deformation of FRC cylinders under compressive impact. The strain rate sensitivity of FRC in both flexure and compression was also fully investigated. FRC was found to have higher strengths under impact loading (both flexural and compressive) than under static loading. The compressive toughness under impact loading increased due to the high peak load and the high strain capacity. FRC under flexural impact loading showed a greater strength improvement than under static flexure. FRC displays a much higher Dynamic Improvement Factor (DIF) under flexural impact than under compressive impact. It gave an overall higher performance under impact than under static loading. It also exhibited a higher strain rate sensitivity than plain concrete in both compression and flexure. Damage analysis, in terms of loss of strain energy, was carried out based on damage mechanics principles. Damage was found to increase with increasing strain rate. A new constitutive model was proposed to account for the relationship between DIF (Comp) and strain rate and the data derived from the model were found to be consistent with the experimental results. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate

The CSA S850 Blast standard provides guidelines that can be used to enhance the blast performance of reinforced concrete structures. In the case of beams, the standard requires the use of top continuity (compression) bars and well-detailed transverse steel to ensure strength and ductility under blast loads. However, the requirements in the CSA S850 standard are intended for normal-strength concrete structures. Given the increased use of high-strength concrete (HSC) in practice, there is a need to explore the effects of modern blast designs on the behavior of HSC structures subjected to blast loads. Accordingly, this project examines the effect of modern reinforcement detailing on the static, dynamic and post-blast performance of high-strength concrete beams. The study further examines the ability to use fibers to relax such detailing and simplify construction. A total of seventeen beams are tested. Static testing is conducted under four-point bending, with blast testing conducted using the University of Ottawa shock-tube. The post-blast behavior of the beams is assessed by conducting residual static tests on the blast-damaged specimens. The parameters investigated include the effects of: blast detailing vs. nominal detailing, steel fibers, the effect of longitudinal steel ratio (in compression and tension) and tie spacing. The results show that under static loads, the use of blast detailing significantly improves the flexural behavior of the beams in terms of ductility. Likewise, the provision of continuity (compression) bars and closely spaced ties is found to improve blast performance by better controlling displacements, increasing blast resistance, limiting damages and allowing for important post-blast residual capacity. The use of steel fibers and relaxed detailing (increased tie spacing) is found to increase resistance and improve cracking behavior under static loads, with an ability to match the blast performance of more heavily-detailed HSC specimens. The use of fibers also allowed for substantial post-blast capacity. Finally, the steel ratio (in tension, in compression and in the transverse direction) was found to affect the blast behavior of the HSC beams. In addition to the experiments, the analytical study predicts the static and blast response of the tested beams using sectional analysis and non-linear SDOF modeling. Results show that the analysis methodology was able to predict the static and blast responses of the blast-detailed and fiber-reinforced HSC beams with reasonable accuracy.

Next generation defense and commercial applications for structural steels require new alloys that eliminate or reduce critical elements from their composition to lower cost and improve manufacturability, while maintaining or exceeding high strength and toughness requirements. A new alloy, denoted as AF9628, has recently been developed for this purpose and its manufacturing characteristics and the material response in component manufacturing must be fully understood. In the present study, hardened AF9628 alloy was turned with a coated carbide cutting tool under fixed cutting speed, feed rate, and depth of cut parameters. This work focuses on chip-form and tool-wear analysis to understand, for the first time with AF9628, these fundamental aspects of the turning process and their relationship to productivity and part quality. Current industry standard practice of flood-cooled machining for AF9628 was used during machining experiments. Dry, minimum quantity lubrication (MQL), and cryogenic machining were investigated as alternative cooling and lubrication conditions. High-speed imaging during AF9628 turning experiments provides a new insight into the chip formation process, while the use of optical microscopy and scanning white light interferometry allowed for further characterization of chip-form and tool-wear. Chip-form is favorable as short, arc-shaped chips with new tools under all of the tested cooling and lubrication conditions. As a result of rapid wear at the end of the tool-life in all of the experimental conditions, chip-form evolves to unfavorably long, snarled ribbon-like chips and the resultant cutting force increased by as much as 64% under flood-cooled conditions. Tool-wear types that were observed during experiments include a combination of nose wear, built-up edge, plastic deformation, and groove wear on the rake face. Due to the fixed cutting parameters and cutting tool selected for this study, which were designed for flood-cooled machining in a prior study, undesirable failure of the cutting tools under dry, MQL, and cryogenic machining occurred. Future work requires experimentation across a wider processing space, and with different cutting tools, to thoroughly evaluate alternative cooling and lubrication techniques for machining AF9628.

Friction Bit Joining (FBJ) is a new technology that allows lightweight metals to be joined to advanced high-strength steels (AHSS). Joining of dissimilar metals is especially beneficial to the automotive industry because of the desire to use materials such as aluminum and AHSS in order to reduce weight and increase fuel efficiency. In this study, FBJ was used to join 7075 aluminum and DP980 ultra-high-strength steel. FBJ is a two-stage process using a consumable bit. In the first stage, the bit cuts through the top material (aluminum), and in the second stage the bit is friction welded to the base material (steel). The purpose of the research was to examine the impact a solid head bit design would have on joint strength, manufacturability, and ease of automation. The solid head design was driven externally. This design was compared to a previous internally driven head design. Joint strength was assessed according to an automotive standard established by Honda. Joints were mechanically tested in lap-shear tension, cross-tension, and peel configurations. Joints were also fatigue tested, cycling between loads of 100 N and 750 N. The failure modes that joints could experience during testing include: head, nugget, material, or interfacial failure. All tested specimens in this research experienced interfacial failure. Welds were also created and examined under a microscope in order to validate a simulation model of the FBJ process. The simulation model predicted a similar weld shape and bond length with 5 percent accuracy. Joints made with external bits demonstrated comparable joint strength to internal bits in lap-shear tension and cross-tension testing. Only external bits were tested after lap-shear tension, because it was determined that external bits would perform comparably to internal bits. Joints made with external bits also exceeded the standard for failure during fatigue testing. Peel tested specimens did not meet the required strength for the automotive standard. Examining specimens under a microscope revealed micro-cracks in the weld. These defects have been shown to decrease joint strength. Joint strength, especially during peel testing, could be increased by reducing the presence of micro-cracks. The external bit design is an improvement from the internal bits for manufacturability and ability to be automated, because of the less-expensive processes used to form the bit heads and the design that lends to ease of alignment.

Polymerem impregnované cementové materiály představují zajímavou a perspektivní alternativu klasických portlandských cementových past. Hlavním zástupcem těchto materiálů jsou macrodefect-free (MDF) kompozity, složené z anorganického pojiva a organického polymeru. I přes řadu vynikajících mechanických vlastností je plné zavedení MDF kompozitů na trh omezené především z důvodu jejich relativně nízké odolnosti vůči vlhkosti. Jednou z možností jak zvýšit odolnost výsledného MDF vůči vlhkosti je „in situ“ síťování polymeru. V této práci byla připravena počáteční série MDF kompozitů na bázi hlinitanového cementu a polyvinylalkoholu se třemi typy organo-titanátových síťovacích činidel (Tyzory). Efekt modifikace MDF kompozitů byl hodnocen na základě zkoušek pevnosti v tahu za ohybu po uložení materiálů v různých vlhkostních podmínkách.

The first part of the thesis focuses on a research study of high-strength steels. The thesis also includes a conceptual design of the supporting structure of a transshipment trailer, which uses high-strength materials. This design is compatible with the Herkul trailer produced by the company NovaSteel s. r. o. and distributed by the sales network of Romill Brno, spol. s r.o. In its final part, the thesis deals with a stress analysis of the proposed design of the transshipment trailer. Stress-strength and deformation tests were carried out by means of the finite element method.