This dissertation is a study of the effects of the abolition of slavery on the economic and political elite of six Texas counties between 1860 and 1890. It focuses on Austin, Brazoria, Colorado, Fort Bend, Matagorda, and Wharton Counties. These areas contain the overwhelming majority of Stephen F. Austin's "Old Three Hundred," the original American settlers of Texas. In addition to being the oldest settled region, these counties contained many of the wealthiest slaveholders within the state. This section of the state, along with the northeast along the Louisiana border, includes the highest concentration of Texas' antebellum plantations. This study asks two central questions. First, what were the effects of abolition on the fortunes of the planter class within these six counties? Did a new elite emerge as a result of the end of slavery, or, despite the liquidation of a substantial portion of their estates, did members of the former planter class sustain their economic dominance over the counties? Second, what were abolition's effects on the counties' prewar political elite, defined as the county judge? Who were in power before the war and who were in power after it? Did abolition contribute to a new kind of politician?

The diploma thesis is focused on the design and evaluation of the concrete monolithic ceiling slab in the shape of semicircular ring, ribs lining this plate and skylights. The result is static calculation and drawing documentation.

The master´s thesis deals with wood-concrete composite floors constructions. The work is divided into a theoretical and a practical part. The theoretical part describes methods of construction and materials used for wood-concrete composite constructions. The practical part describes an experimental four point bend test carried out on wood-concrete composite elements and samples. Further, manual calculation was performed according to Eurocode 5 and in program Asteres three variants of test elements were modeled. Each variant had different composite stiffness according to the working diagram of composite elements. At the end, experimental, computational and numerical results were compared.

This thesis addresses the repair and reinforcement of ceiling construction disturbed by excessive deflection. The aim is to design a gain ceiling structures suitable method. The proposal includes a calculation of prestressing losses. Calculation of internal forces was carried out using a computer program RFEM. The assessment was carried out according to limit states.

Aerospace research for next-generation travel increasingly focuses on the use of advanced composites to reduce weight and cost while retaining strength. One subset of materials with great potential is based on the combination of resin matrix and glass-fiber reinforcement. This research explores the application of a candidate nanopaper coating with a given composite. Prior research applied a set of given heat fluxes to the top surface of the composite for a set of given periods of time, and subsequently performed a 3-point flexural test to determine the elastic modulus for both the coated and uncoated composite for all of the combinations of heat flux and time. A finite element (FE) model is developed using the ANSYS general purpose finite element analysis (FEA) software that models the degradation in strength/stiffness properties based on heating condition and with the goal of predicting cracking using the element death feature in ANSYS. This thesis describes the prior research suggesting both the need for and novelty of this model, and the procedures used to form the model. The loading conditions of the 3-point flexural test are replicated, and four measures of accuracy are developed based on the force versus displacement curve of the test and the FE model. It is envisioned that continuum-level models developed as a part of these research be applied for design of next-generation space components These measurements are used to verify the FE model, and this model is then employed to extrapolate beyond the context of experimental conditions.

Finite element analyses are frequently used to model growing fatigue cracks and the associated plasticity-induced crack closure. Two-dimensional, elastic-perfectly plastic finite element analyses of middle-crack tension (M(T)), bend (SEB), and compact tension (C(T)) geometries were conducted to study fatigue crack closure and to calculate the crack opening values under plane-strain and plane-stress conditions. The loading was selected to give the same maximum stress intensity factor in both geometries, and thus similar initial forward plastic zone sizes. Mesh refinement studies were performed on all geometries with various element types. For the C(T) geometry, negligible crack opening loads under plane-strain conditions were observed. In contrast, for the M(T) specimen, the plane-strain crack opening stresses were found to be significantly larger. This difference was shown to be a consequence of in-plane constraint. Under plane-stress conditions, it was found that the in-plane constraint has negligible effect, such that the opening values are approximately the same for the C(T), SEB, and M(T) specimens. Next, the crack opening values of the C(T), SEB and M(T) specimens were compared under various stress levels and load ratios. The effect of a highly refined mesh on crack opening values was noted and significantly lower crack opening values than those reported in literature were found. A new methodology is presented to calculate crack opening values in planar geometries using the crack surface nodal force distribution under minimum loading as determined from finite element analyses. The calculated crack opening values are compared with values obtained using finite element analysis and more conventional crack opening assessment methodologies. It is shown that the new method is independent of loading increment, integration method (normal and reduced integration), and crack opening assessment location. The compared opening values were in good agreement with strip-yield models.

No description available.

With continued feature size reduction in microelectronics and with more than a billion transistors on a single integrated circuit (IC), on-chip interconnection has become a challenge in terms of processing-, electrical-, thermal-, and mechanical perspective. Today’s high-performance ICs have on-chip back-end-of-line (BEOL) layers that consist of copper traces and vias interspersed with low-k dielectric materials. These layers have thicknesses in the range of 100 nm near the transistors and 1000 nm away from the transistors close to the solder bumps. In such BEOL layered stacks, cracking and/or delamination is a common failure mode due to the low mechanical and adhesive strength of the dielectric materials as well as due to high thermally-induced stresses. However, there are no available cohesive zone models and parameters to study such interfacial cracks in sub-micron thick microelectronic layers. This work focuses on developing framework based on cohesive zone modeling approach to study interfacial delamination in sub-micron thick layers. Such a framework is then successfully applied to predict microelectronic device reliability. As intentionally creating pre-fabricated cracks in such interfaces is difficult, this work examines a combination of four-point bend and double-cantilever beam tests to create initial cracks and to develop cohesive zone parameters over a range of mode-mixity. Similarly, a combination of four-point bend and end-notch flexure tests is used to cover additional range of mode-mixity. In these tests, silicon wafers obtained from wafer foundry are used for experimental characterization. The developed parameters are then used in actual microelectronic device to predict the onset and propagation of crack, and the results from such predictions are successfully validated with experimental data. In addition, nanoindenter-based shear test technique designed specifically for this study is demonstrated. The new test technique can address different mode mixities compared to the other interfacial fracture characterization tests, is sensitive to capture the change in fracture parameter due to changes in local trace pattern variations around the vicinity of bump and the test mimics the forces experienced by the bump during flip-chip assembly reflow process. Through this experimental and theoretical modeling research, guidelines are also developed for the reliable design of BEOL stacks for current and next-generation microelectronic devices.

Title: Monitoring of influence of individual segments of a teaching unit of physical education on fitness of girls from seventh grade of elementary school. Aim: The aim of the empirical part is to monitor the proportional representation of the motoric activities during the time given in the lessons of physical education of the seventh grade girls, and along with the chosen methods of testing of these individuals, to prove or disprove possible influence of the composition of the P.E. lessons on the chosen segments of their fitness. Methods: Various methods were used for testing the considered sample. These were the standardized motoric tests (intense forward bend when sitting, place-jump with legs together, endurance in a pull-up, hand grip) which investigate the chosen segments of the fitness. Another method used was the bioimpedance which measures the parameters of body composition. The data were recollected quantitatively and the results were also processed quantitatively by means of statistic parameters, such as arithmetic mean, variation span and determinative deviation. Results: From the results of the work emerged that as far as the chosen motoric activities and their influence on the chosen segments of the fitness are concerned, during the time given only the segment of flexibility in...

Este trabalho aborda uma investigação numérica-experimental sobre o comportamento à fratura por clivagem de um aço de alta resistência e baixa liga ASTM A572 Grau 50 usando corpos de prova SE(B) em configurações padronizadas e não padronizadas, incluindo a configuração PCVN não padronizada. O principal objetivo desse estudo é contribuir para o desenvolvimento de um procedimento de ensaio de tenacidade à fratura aplicável a geometrias SE(B) com distância entre apoios variável (S/W) e carregada sob configuração de flexão por 3 e 4 pontos. O objetivo secundário, mas não menos importante, é investigar os efeitos da geometria e do modo de carregamento sobre as distribuições dos dados de tenacidade à fratura medidas experimentalmente e suas implicações na caracterização da dependência da tenacidade em relação à temperatura baseada na metodologia da curva mestra. Com base nesses propósitos, é fornecido um novo e extenso conjunto de fatores plásticos eta (?p) aplicáveis às geometrias SE(B) não padronizadas para estimar os valores de tenacidade à fratura, incluindo a integral J e o parâmetro CTOD, medidos experimentalmente em termos de registros de carga e deslocamento. A fim de facilitar o contato com os demais protocolos de ensaios, é também fornecido um novo conjunto de fatores rotacionais plástico (rp) para determinar o CTOD baseado no modelo da rótula plástica. Os ensaios de tenacidade à fratura, realizados em diversas geometrias SE(B) com distância entre apoios variável (S/W) extraídas na direção transversal (T-L) de uma chapa de aço ASTM A572 Grau 50, fornecem os dados de tenacidade à fratura por clivagem em termos da integral-J medida no ponto de instabilidade, Jc. Os resultados experimentais mostram um potencial efeito da geometria do corpo de prova e do modo de carregamento sobre os valores de Jc, os quais podem ajudar a mitigar os efeitos da perda de restrição plástica frequentemente observada em corpos de prova de pequenas dimensões. A aplicação exploratória para determinar a temperatura de referência, T0, a partir da metodologia da curva mestra também fornece um suporte adicional para o uso de corpos de prova SE(B) não padronizados como uma alternativa geométrica nos procedimentos rotineiros de avaliação de tenacidade à fratura, incluindo o uso de corpos de prova de pequenas dimensões nas medições de tenacidade quando a disponibilidade limitada de material e a capacidade de carregamento da máquina são as principais preocupações. / This work addresses a numerical-experimental investigation on the cleavage fracture behavior of an ASTM A572 Grade 50 high strength, low alloy structural steel using standard and non-standard SE(B) specimens, including a non-standard PCVN configuration. The main purpose of this study is to contribute to the development of a fracture toughness test procedure applicable to bend geometries with varying specimen span over width ratio (S/W) and loaded under 3-point and 4-point flexural configuration. The secondary purpose, but none the less important, is to investigate the effects of geometry and loading mode on experimentally measured fracture toughness data distributions and implications for the characterization of the temperature dependence of toughness based on the Master Curve methodology. Based on these purposes, a large new set of plastic ?-factors applicable to these non-standard bend geometries which serve to estimate the experimentally measured toughness values in terms of load-displacement records, including the J-integral and the crack tip opening displacement (CTOD), is provided. In order to facilitate contact with other test protocols, a new set of rotational factors, rp, to determine the CTOD based on the plastic hinge model is also described. Fracture toughness testing conducted on various bend geometries with varying specimen span (S/W) extracted in the T-L orientation from an A572 Grade 50 steel plate provides the cleavage fracture resistance data in terms of the J-integral at cleavage instability, Jc. The experimental results show a potential effect of specimen geometry and loading mode on Jc-values which can help mitigating the effects of constraint loss often observed in smaller fracture specimens. An exploratory application to determine the reference temperature, T0, derived from the Master Curve methodology also provides additional support for using non-standard bend specimens as an alternative specimen geometry in routine fracture assessments, including the use of small-scale fracture specimens to measure fracture toughness properties when limited material availability and test machine capacity are of major concern are of major concern.