Este trabalho usa o método de determinação do coeficiente de atrito com a utilização das equações de Panknin e do ensaio de Dobramento sob Tensão (DST) para determinar o coeficiente de atrito pelas equações de Panknin foi determinada a força máxima de estampagem de copos cilíndricos dos três materiais, aço inox austenítico AISI 304, aço inox ferrítico AISI 430 e aço de baixo teor de carbono EEP, com uso de quatro lubrificantes. O valor da força máxima de estampagem foi substituída nas equações de Panknin e calculados os coeficientes de atrito. Para o ensaio de Dobramento sob Tensão foram estudadas várias equações que serviram de referência para o cálculo do coeficiente de atrito: Equação das Polias, Equação das Polias Sem Dobramento, Equação das Polias Sem Dobramento considerando os Fatores Geométricos (raio do pino e espessura da chapa), Equação de Wilson, Equação de Sniekers e Equação de Andreasen. Essas equações foram utilizadas para determinar o coeficiente de atrito com a utilização de dois lubrificantes. Os materiais de estudo foram o aço de baixo teor de carbono (EEP), aço inoxidável austenítico (AISI 304) e aço inoxidável ferrítico (AISI 430). A escolha desses materiais foi justificada pela grande quantidade de produtos estampados com esses materiais. No ensaio de DST foram utilizados corpos de prova cortados a 0°, 45° e 90° em relação à direção de laminação da chapa metálica. Nos ensaios de Dobramento sob Tensão utilizou-se uma pressão constante e uma velocidade também constante. Os resultados do coeficiente de atrito calculados pelas equações do ensaio de DST foram comparados com os resultados dos coeficientes de atrito calculados pelas equações de Panknin para validação ou não do uso das equações de Panknin para determinar o coeficiente de atrito e de referência do coeficiente de atrito destes materiais pelo Ensaio de Dobramento Sob Tensão. / This paper uses two methods for calculation of the coefficient of friction efficient, using Panknin equations and the Bending under Tension test (DST). To determine the coefficient of friction with the Panknin equations, maximum stamping strength on cylindrical cups of three materials using four lubricants was calculated. The value of maximum stamping strength was replaced in the Panknin equations to calculate the fiction coefficient. For the Bending under Tension test various equations were studied which served as reference to calculate the friction coefficient: Equation of Sheaves, Equation of Sheaves without Bending, Equation of Sheaves without Bending considering the geometric factors (radius of the pin and plate thickness), Wilson Equation, Sniekers Equation and Andreasen Equation. These equations were used to determine the friction coefficient with the use of two lubricants. The studied materials were low carbon steel, austenitic stainless steel (AISI 304) and ferritic stainless steel (AISI 430). The choice of these materials was justified by the large amount of stamped products with such materials. The Bending under Tension test was performed with specimens cut at 0°, 45° and 90° to the rolling direction of the metal sheet. The tests were made under constant pressure and constant speed. The results of friction the coefficient calculated by equations of the DST test were compared to the results of the coefficients of friction calculated by Panknin equations.

Este trabalho usa o método de determinação do coeficiente de atrito com a utilização das equações de Panknin e do ensaio de Dobramento sob Tensão (DST) para determinar o coeficiente de atrito pelas equações de Panknin foi determinada a força máxima de estampagem de copos cilíndricos dos três materiais, aço inox austenítico AISI 304, aço inox ferrítico AISI 430 e aço de baixo teor de carbono EEP, com uso de quatro lubrificantes. O valor da força máxima de estampagem foi substituída nas equações de Panknin e calculados os coeficientes de atrito. Para o ensaio de Dobramento sob Tensão foram estudadas várias equações que serviram de referência para o cálculo do coeficiente de atrito: Equação das Polias, Equação das Polias Sem Dobramento, Equação das Polias Sem Dobramento considerando os Fatores Geométricos (raio do pino e espessura da chapa), Equação de Wilson, Equação de Sniekers e Equação de Andreasen. Essas equações foram utilizadas para determinar o coeficiente de atrito com a utilização de dois lubrificantes. Os materiais de estudo foram o aço de baixo teor de carbono (EEP), aço inoxidável austenítico (AISI 304) e aço inoxidável ferrítico (AISI 430). A escolha desses materiais foi justificada pela grande quantidade de produtos estampados com esses materiais. No ensaio de DST foram utilizados corpos de prova cortados a 0°, 45° e 90° em relação à direção de laminação da chapa metálica. Nos ensaios de Dobramento sob Tensão utilizou-se uma pressão constante e uma velocidade também constante. Os resultados do coeficiente de atrito calculados pelas equações do ensaio de DST foram comparados com os resultados dos coeficientes de atrito calculados pelas equações de Panknin para validação ou não do uso das equações de Panknin para determinar o coeficiente de atrito e de referência do coeficiente de atrito destes materiais pelo Ensaio de Dobramento Sob Tensão. / This paper uses two methods for calculation of the coefficient of friction efficient, using Panknin equations and the Bending under Tension test (DST). To determine the coefficient of friction with the Panknin equations, maximum stamping strength on cylindrical cups of three materials using four lubricants was calculated. The value of maximum stamping strength was replaced in the Panknin equations to calculate the fiction coefficient. For the Bending under Tension test various equations were studied which served as reference to calculate the friction coefficient: Equation of Sheaves, Equation of Sheaves without Bending, Equation of Sheaves without Bending considering the geometric factors (radius of the pin and plate thickness), Wilson Equation, Sniekers Equation and Andreasen Equation. These equations were used to determine the friction coefficient with the use of two lubricants. The studied materials were low carbon steel, austenitic stainless steel (AISI 304) and ferritic stainless steel (AISI 430). The choice of these materials was justified by the large amount of stamped products with such materials. The Bending under Tension test was performed with specimens cut at 0°, 45° and 90° to the rolling direction of the metal sheet. The tests were made under constant pressure and constant speed. The results of friction the coefficient calculated by equations of the DST test were compared to the results of the coefficients of friction calculated by Panknin equations.

Este trabalho usa o método de determinação do coeficiente de atrito com a utilização das equações de Panknin e do ensaio de Dobramento sob Tensão (DST) para determinar o coeficiente de atrito pelas equações de Panknin foi determinada a força máxima de estampagem de copos cilíndricos dos três materiais, aço inox austenítico AISI 304, aço inox ferrítico AISI 430 e aço de baixo teor de carbono EEP, com uso de quatro lubrificantes. O valor da força máxima de estampagem foi substituída nas equações de Panknin e calculados os coeficientes de atrito. Para o ensaio de Dobramento sob Tensão foram estudadas várias equações que serviram de referência para o cálculo do coeficiente de atrito: Equação das Polias, Equação das Polias Sem Dobramento, Equação das Polias Sem Dobramento considerando os Fatores Geométricos (raio do pino e espessura da chapa), Equação de Wilson, Equação de Sniekers e Equação de Andreasen. Essas equações foram utilizadas para determinar o coeficiente de atrito com a utilização de dois lubrificantes. Os materiais de estudo foram o aço de baixo teor de carbono (EEP), aço inoxidável austenítico (AISI 304) e aço inoxidável ferrítico (AISI 430). A escolha desses materiais foi justificada pela grande quantidade de produtos estampados com esses materiais. No ensaio de DST foram utilizados corpos de prova cortados a 0°, 45° e 90° em relação à direção de laminação da chapa metálica. Nos ensaios de Dobramento sob Tensão utilizou-se uma pressão constante e uma velocidade também constante. Os resultados do coeficiente de atrito calculados pelas equações do ensaio de DST foram comparados com os resultados dos coeficientes de atrito calculados pelas equações de Panknin para validação ou não do uso das equações de Panknin para determinar o coeficiente de atrito e de referência do coeficiente de atrito destes materiais pelo Ensaio de Dobramento Sob Tensão. / This paper uses two methods for calculation of the coefficient of friction efficient, using Panknin equations and the Bending under Tension test (DST). To determine the coefficient of friction with the Panknin equations, maximum stamping strength on cylindrical cups of three materials using four lubricants was calculated. The value of maximum stamping strength was replaced in the Panknin equations to calculate the fiction coefficient. For the Bending under Tension test various equations were studied which served as reference to calculate the friction coefficient: Equation of Sheaves, Equation of Sheaves without Bending, Equation of Sheaves without Bending considering the geometric factors (radius of the pin and plate thickness), Wilson Equation, Sniekers Equation and Andreasen Equation. These equations were used to determine the friction coefficient with the use of two lubricants. The studied materials were low carbon steel, austenitic stainless steel (AISI 304) and ferritic stainless steel (AISI 430). The choice of these materials was justified by the large amount of stamped products with such materials. The Bending under Tension test was performed with specimens cut at 0°, 45° and 90° to the rolling direction of the metal sheet. The tests were made under constant pressure and constant speed. The results of friction the coefficient calculated by equations of the DST test were compared to the results of the coefficients of friction calculated by Panknin equations.

Within the master thesis a computational model of biaxial tension test of soft biological tissues was developed. The tested specimen can be attached using clamps or hooks. The number and the size of clamps and hooks have a significant impact on the distribution of stress and strain in the centre of the specimen, where deformation is measured. Using the developed computational model, a sensitivity analysis of number and size of clamps and hooks and a sensitivity analysis of placement of clamps was elaborated. The number and size of clamps and hooks were optimized in such a way that the material’s parameters obtained by the tension test correspond to the utmost to the actual parameters of the material. By analyzing the placement of clamps, the influence of selected deviations on the outcome of the tension test was determined. Finally, a plan of the next course of action has been proposed.

Desiccation-induced soil cracking is of significant interest in several engineering disciplines, which include geotechnical and geoenvironmental engineering, mining engineering, and agriculture engineering. The hydraulic, mechanical, thermal and other physico-chemical properties of unsaturated soils can be predominantly influenced due to cracks. Reliable information of these properties is required for the rational design and maintenance of earth structures taking account of the influence the soil-atmosphere interactions (e.g., for expansive soil slopes, earth dams, and embankments). In spite of significant research studies published in the literature on the desiccation-induced cracks during the past century, the fundamental mechanism of crack initiation and propagation of soils induced by drying and shrinkage is still elusive. For this reason, the focus of this thesis is directed towards understanding the tensile strength of unsaturated soils which is associated with soil crack initiation criterion (i.e. maximum tensile stress criterion). Tensile strength is the key property of soils for interpreting the initiation of soil cracking from a macroscopic point of view. A semi-empirical model is proposed for predicting the tensile strength of unsaturated cohesionless soils taking into account the effect of both the negative pore-water pressure in saturated pores and the air-water interfacial surface tension in unsaturated pores. The proposed model is calibrated and validated by providing comparisons between the model predictions and the experimental measurements on 10 cohesionless soils (i.e. five sandy soils and five silty soils) published in the literature. The proposed model is simple and requires only the information of Soil-Water Characteristic Curve (SWCC) and Grain Size Distribution curve (GSD), which can be obtained from conventional laboratory tests. To investigate the influence of microstructure, a practical and reliable estimation approach for predicting the evolution of the microstructural void ratio of compacted clayey soils subjected to wetting and drying paths is proposed. The microstructural evolution of 13 examined soils were investigated quantitatively using the mercury intrusion porosimetry (MIP) results. The investigated soils include four high-plasticity clays, eight low-plasticity clays and a glacial till which is a relatively coarse-grained soil with some fines. Based on this study, a novel criterion has been developed for identifying different pore populations of compacted clayey soils. The “as-compacted state line” (ACSL) was proposed to estimate the initial microstructural void ratio based on the compaction water ratio. A constitutive stress is derived to interpret and predict the volumetric deformation of compacted clay aggregates. The linear elastic constitutive model is used for predicting the microstructural void ratio of the examined compacted soils following monotonic wetting and drying paths. The developed approach (i.e. the ACSL and the linear elastic constitutive model) is validated by providing comparisons between the predicted and interpreted microstructural void ratios for all the examined soils. In addition to the matric suction and microstructure, the confining pressure also influences the tensile strength of unsaturated compacted clayey soils. The tensile strength tests on a compacted clayey soil by both the direct method (i.e. triaxial tensile test) and the indirect method (i.e. Brazilian split test) were performed. It is found that the tensile strength increases as the compaction water content decreases for the range investigated in this study, which could be explained by the variation of the inter-aggregated capillary bonding force and the change in microstructure. The increase in the confining pressure has been found to induce the change in failure mode (i.e. from pure tensile failure mode to combined tensile-shear failure mode). In spite of limitations associated with the Brazilian split test, tensile strength is widely determined using this test due to the simple procedure of specimen preparation and wide availability of test equipment in conventional laboratories. However, the Brazilian tensile strength is found to overestimate the tensile strength of compacted specimens with water content greater than the plastic limit. This is due to the considerable plastic deformation associated with the ductile failure instead of brittle failure. In summary, this thesis is devoted to providing insight into the fundamental mechanisms associated with the desiccation-induced crack initiation by quantitatively investigating the various factors that influence the tensile strength of unsaturated soils, which include the matric suction, the microstructure, and the confining pressure from theoretical studies and laboratory investigations.

京都大学 / 0048 / 新制・課程博士 / 博士(工学) / 甲第20331号 / 工博第4268号 / 新制||工||1661(附属図書館) / 京都大学大学院工学研究科機械理工学専攻 / (主査)教授 北村 隆行, 教授 北條 正樹, 教授 西脇 眞二 / 学位規則第4条第1項該当 / Doctor of Philosophy (Engineering) / Kyoto University / DFAM

O presente trabalho trata sobre a influência do teor de enxofre, em quatro aços com uma composição química similar (famílias ABNT 1045 e ABNT 1145), na microestrutura, nas propriedades estáticas, dinâmicas e nos processos de usinagem. Para esta análise foi feita uma caracterização microestrutural de cada material para determinar parâmetros tais como a fração de inclusões de sulfeto de manganês (MnS) e a fração volumétrica de perlita. Também foi feita uma caracterização mecânica que consistiu em ensaios estáticos mediante o ensaio de tração e dureza, e um ensaio dinâmico utilizando a barra de Hopkinson, com o objetivo de observar o comportamento das inclusões e do próprio material quando deformado com altas e baixas taxas de deformação. Para a caracterização durante a usinagem destes aços foram feitos ensaios de torneamento para avaliar as forças de corte e de avanço em velocidades de corte de 190, 110, 45 e 15 m/min. A rugosidade dos corpos-de-prova também foi medida. Os resultados obtidos nos ensaios de torneamento e da caracterização microestrutural foram analisados estatisticamente para observar variações do comportamento das forças de usinagem de cada aço sob diferentes condições de velocidade de corte, e tentar correlacionar esse comportamento com a microestrutura do material. Observou-se que o aço 1045-A apresentou forças de usinagem (força de corte e força de avanço) superiores que os demais aços, já o aço que apresentou menores forças de usinagem foi o aço 1145-B. Isto é apenas uma tendência, devido que não houve diferença estatística que avaliasse esse comportamento. Também se observou que a rugosidade é um parâmetro que depende mais da velocidade de corte que da distribuição e/ou morfologia das inclusões. Evidenciou-se a formação de aresta postiça de corte (APC) numa faixa de velocidades (15-50 m/min), o que influenciou na rugosidade para estas condições de velocidades. Verificou-se que o comportamento das inclusões em baixas taxas de deformação é de caráter frágil, entanto que em altas taxas seu comportamento é plástico e deforma junto com a matriz. / This work deals with the sulfur influence on the microstructure and on the static, dynamic and machining behavior of four steels with similar chemical composition. (ABNT 1045 and ABNT 1145). Microstructure characterization of the materials was performed in order to obtain the area fraction of the phases of perlite and sulfide inclusions. A mechanical characterization of the materials was also performed, consisting in a set of static (tension and hardness test) and dynamic tests (Split Hopkinson Pressure Bar Test) with the objective of observing the deformation behavior of the sulfide inclusions at low and high strain rates. Various machining tests were carried out at different cutting speeds, namely 190, 110, 45 e 15 m min-1, for obtaining the cutting forces during de machining process. After the machining tests, the roughness of the steels was also measured. Later on, the results of the different experiments were analyzed with statistical tools and then compared to establish a correlation between the cutting forces and microstructure. The higher cutting forces were registered for the 1045-A steel and the lower for the 1145-B steel. However, this was considered merely a trend given that no statistical difference was found to support any conclusion. It was also observed a stronger roughness dependency on the cutting speed than in the distribution and/or morphology of the inclusions. The steels were observed to form a built-up edge (BUE) in a range of cutting velocities of 15-50 m/min. This phenomenon affected the roughness for these cutting velocities. The behavior of the sulfide inclusions was observed to be brittle under low strain rates. On the other hand, under high strain rates, a plastic deformation behavior was observed with inclusions participating in the plastic flow of the metal matrix.

No description available.

Das Tragverhalten von Textilbeton ist stark nicht-linear und der Verlauf der Spannungs-Dehnungs-Beziehung hängt von zahlreichen Parametern ab. Unter einaxialer Zugbelastung existieren bereits umfangreiche experimentelle Untersuchungen und theoretische Modelle zur Beschreibung des Tragverhaltens. In vielen Anwendungen, z. B. bei Querkraft- und Torsionsbeanspruchung, sind die Beanspruchungen jedoch nicht einaxial und/oder nicht axial zur Bewehrungsrichtung, und es kommt zu Interaktionen der beiden Bewehrungshauptrichtungen, primär infolge des Einflusses zweier Risssysteme in den beiden Hauptrichtungen. Das Tragverhalten textiler AR-Glas- und Carbonbewehrungen unter zweiaxialen Zugbeanspruchungen wurde experimentell untersucht, um diese Einflüsse qualitativ und quantitativ beschreiben zu können. In diesem Beitrag werden erste Ergebnisse vorgestellt.

This thesis work is part of an on-going project regarding load-bearing timber glass composites within the EU program WoodWisdom-Net. One major scope of that project is the adhesive material between the glass and timber parts. The underlying importance of the bonding material is related to the transfer of stress between the two materials – the influence of the adhesive stiffness and ductility on the possibility of obtaining uniform stress distributions. In this study the mechanical properties of two different adhesives are investigated, an epoxy (3M DP490) and an acrylate (SikaFast 5215). The differences of the adhesives lay in dissimilar stiffness, strength and viscous behaviour. In long term load caring design is important to understand the materials behavior under a constant load and a permanent displacement within the structure can cause major consequences. Therefore the main aim in this project is to identify the adhesives strength, deformation capacity and possible viscous (time dependent) effects. Because of the limitation of equipment and time this study is restricted to only three different experiments. Three different types of tensile tests have been conducted: monotonic, cyclic relaxation tests.The results of the experiments show that 3M DP490 has a higher strength and a smaller deformation capacity as compared to the SikaFast 5215. Thus, the SikaFast 5215 is more ductile. The 3M DP490 exhibits a lower loss of strength under constant strain (at relaxation). SikaFast 5215 showed also a large dependency of strain level on the stress loss in relaxation.