Commercially available glass fiber-reinforced polymer (GFRP) off-the-shelf structural shapes have great potential as stay-in-place open structural forms for concrete structures, including bridge decks and girders. The system simplifies and accelerates construction, and the non-corrosive GFRP forms can fully or partially replace steel rebar. In this study, eight concrete slabs were constructed using flat pultruded GFRP plates, and nine girders were constructed using trapezoidal pultruded GFRP sheet pile sections as stay-in-place structural forms. No tension steel reinforcement was used. All specimens were tested in four-point monotonic uniaxial bending. Four adhesive and mechanical bond mechanisms were explored to accomplish composite action. The most effective mechanism, considering structural performance and ease of fabrication, was wet adhesive bonding of fresh concrete to GFRP. Although failure was by debonding, no slip was observed prior to failure. Other parameters studied were concrete slabs’ thicknesses and their shear span-to-depth ratios. For the girders, three different cross-sectional configurations were examined, namely, totally filled sheet piles, one with a voided concrete fill, and an all-GFRP box girder developed by bonding flat GFRP sheets to the upper flanges of the sheet piles with a cast-in-place concrete flange. Girders were tested in positive and negative bending to simulate continuity. The built-up box girders showed superior performance, with up to 70% higher strength and 65% lower weight than the totally filled sections. It was found that similar size conventional steel-reinforced concrete sections of comparable stiffness have considerably lower strength, while those of comparable strength have considerably higher stiffness than FRP-concrete members. An analytical model was developed to predict the behaviour and failure loads of slabs and girders, using cracked section analysis. A unique feature of the model is a multi-stepped failure criteria check that can detect flexural, shear, or bond failure. The model was successfully validated using the experimental results, and used in a parametric study. It was shown that using the typical value of 1MPa for shear strength of cement mortar predicts debonding failure, which occurs slightly above the interface, quite well. Also, in practical applications of longer spans, flexural failure is likely to occur prior to bond failure. / Thesis (Master, Civil Engineering) -- Queen's University, 2008-07-14 15:12:48.405

Thesis (Ph. D.)--University of Missouri-Columbia, 1997. / Typescript. Vita. Includes bibliographical references (leaves 223-229). Also available on the Internet.

Thesis (Ph. D.)--University of Missouri-Columbia, 1997. / Typescript. Vita. Includes bibliographical references (leaves 223-229). Also available on the Internet.

Thesis (M.S.)--Brigham Young University. Dept. of Civil and Environmental Engineering, 2005. / Includes bibliographical references (p. 101-102).

Orientador: Mario Conrado Cavichia / Dissertação (mestrado profissional) - Universidade Estadual de Campinas, Instituto de Matemática, Estatística e Computação Científica / Made available in DSpace on 2018-08-17T02:27:07Z (GMT). No. of bitstreams: 1 Costa_RicharddeSouza_M.pdf: 1291779 bytes, checksum: 26580e60444e137ba7a6c55adc0f2828 (MD5) Previous issue date: 2010 / Resumo: Grande parte da teoria estudada em engenharia civil é permeada de conceitos matemáticos; desde à geometria analítica, passando pela álgebra linear, pelo cálculo diferencial e integral. O estudo de aplicações de equações diferenciais ordinárias compõe o objetivo principal deste trabalho, centrando nossos exemplos na flexão de vigas. Este trabalho visa a confecção de um texto que auxilie no ensino de equações diferenciais em cursos de engenharia e arquitetura, descrevendo a relação existente entre conceitos puramente matemáticos e um tópico muito estudado quando da apresentação da fundamentação para a formação de um engenheiro ou arquiteto / Abstract: Much of the theory studied in civil engineering is fraught with mathematical concepts, since the analytic geometry, through linear algebra, the differential and integral calculus. The study of applications of ordinary differential equations comprise the main objective of this work by focusing our examples on the bending of beams. This paper aims to elaborate a text to aid in the teaching of differential equations in engineering and architecture, describing the relationship between purely mathematical concepts and a much studied topic when submitting the reasons for the formation of an engineer or architect / Mestrado / Matematica / Mestre em Matemática

Une nouvelle architecture robotique parallèle de télescope d'observation spatial actif a été développée préalablement à cette thèse. Afin de pouvoir améliorer le réglage optique du télescope, la structure robotique doit pouvoir être auto-étalonnée dans l'espace, à partir des informations disponibles (mesures proprioceptives, images, etc). Dans un premier temps, les hypothèses nécessaires pour assurer le bon déroulement de l'étalonnage sont analysées. Cette étude théorique, appuyée par des exemples, permet de définir des conditions nécessaires à l'étalonnage. Ces conditions permettent de déterminer les précisions nécessaires sur les paramètres du modèle et l'amplitude maximale du bruit de mesure admissible pour l'étalonnage. Avec ces valeurs, un critère d'arrêt pour les algorithmes d'étalonnage ayant une réelle signification physique peut être obtenu. De plus, une normalisation de la matrice d'identification est proposée, ce qui permet l'analyse de ses valeurs singulières pour détecter les problèmes d'identifiabilité des paramètres. Dans une deuxième partie, nous nous intéressons à la modélisation du télescope d'observation. Plusieurs modèles de déformation des articulations flexibles du télescope sont proposés, en considérant par exemple les équations de la théorie des poutres ou l'équilibre statique de la plate-forme. Ces modèles sont ensuite comparés expérimentalement par une analyse des résultats d'étalonnage photogrammétrique. Cette analyse permet aussi d'observer une déformation de la plate-forme mobile qui peut être approchée par l'intermédiaire de deux modèles. / A new parallel robotic architecture has previously been developed for an active space telescope. The telescope needs to be calibrated in order to improve its optical quality. This also has to be done automatically in space with the available information (propriocetive measures, images, etc) which is referred as self-calibration. First, the necessary hypothesis for calibration are analyzed. This theoretical study, illustrated with examples, leads to the definition of the necessary conditions for an efficient calibration. With those conditions, the required accuracy of the model parameters and the maximal measurement noise allowed for calibration can be calculated. A physically meaningful stop criterion for the identification algorithm can also be derived and a normalization of the identification Jacobian matrix is proposed, which permits the analysis of its singular values in order to detect identifiability problems. Concerning the telescope modeling, three kinematic models taking into account the telescope flexure joint behaviors are proposed, for example using the beam theory or the static equilibrium of the mobile platform. Those models are compared through an analysis of the calibration results using photogrammetry. This analysis highlights a deformation of the mobile platform of the telescope, that was considered using two models. Thus, the kinematic model of the telescope is composed of both a model for the flexure joints and a model approaching the mobile platform deformation. This model was validated with the calibration results of photogrammetry.

Changes occur to the mandible with dental loss and senescence. However, the influence that these changes have on sex and ancestry estimations remains unclear. The purpose of this study was to investigate the influence of dental loss and senescence on changes in mandibular morphology. The outcome has implications for both forensic anthropology and restorative dentistry. The study sample consisted of 717 mandibles consisting of both male and female South Africans of African (SAA) and European ancestry (SAE). To minimise the effects of variation in dentition amongst sex-ancestry groups, the sample included individuals with a spectrum of tooth loss patterns, namely efficient and inefficient occlusions as well as no occlusions. Dentition was considered efficient when the remaining teeth in occlusion were evenly distributed between the sides. Linear measurements as well as geometric morphometric shape analyses were performed. Shape analyses of the complete mandible were performed on models from digitised landmarks by using a MicroScribe G2. Detailed shape analyses of the ramus and chin area as well as measurements of the cortical thickness at specific sites were executed on images generated by cone beam computed tomography (CBCT). A comprehensive assessment of changes in shape, size and cortical thickness of the mandible with age and dental loss were made. Shape and size differences of the mandible were evaluated for discriminant abilities between sex and ancestry groups. Although most dimensions decreased with tooth loss, the greatest impact was noted in the loss of alveolar bone. The mandibular angle increased minimally in size when a few teeth were lost, but recovered to some extent with further tooth loss. The cortical thicknesses at the mental foramen lingually as well as in the midline in females, were relatively spared with tooth loss. Male individuals of SAA were often the most resilient to tooth loss. In general external linear dimensions were maintained with age despite tooth loss. Conversely, measurements of cortical bone thickness decreased slightly, but could have been influenced by dental loss. The shape of the chin and gonial area was more affected by aging in SAE. The sex and ancestry discriminant ability of the linear dimensions when considered collectively approximated 90%, in general improving further when tooth loss was taken into account. All linear measurements were smaller in females and in general tooth loss accentuated sex differences. SAA exhibited greater dimensions, apart from maximum ramus height, bigonial breadth and cortical thickness at the gonion. The mental tubercles were more prominent than the pogonion in SAE (square chin) and vice versa in individuals of SAA (pointed chin). The gonial area in individuals of African ancestry was broad and more convex and the gonial eversion more prominent with a more upright ramus. Discriminant qualities of the gonial shape for sex in individuals of African ancestry reached 90% within dentition groups. Ramus flexure and chin shape were not found to be useful in sex estimation. In conclusion, this research elucidated the effects of tooth loss and senescence on the morphology of the mandible for the forensic anthropological setting. / Thesis (PhD)--University of Pretoria, 2015. / tm2015 / Anatomy / PhD / Unrestricted

A variety of retrofitting methods are used to upgrade existing structures. For example, steel plates and Fiber Reinforced Polymer (FRP) jackets are externally bonded to members to increase their capacity in flexure and shear. However, due to the issue of corrosion these strengthening systems may lose their efficiency with time. FRP materials have been used to strengthen many structural components of different shapes and types. FRP jackets, FRP Strips, and FRP rods have commonly been used to rehabilitate existing structural components. The many advantages of using FRP as strengthening materials have made this material an attractive alternative: advantages such as lightweight, high strength, and ease of setting up. Among the many applications using FRP, Near Surface Mounted -- Fiber Reinforced polymer (NSM-FRP) is a promising technique used to strengthen concrete members. However, de-bonding issues have to be overcome to make this technique efficient and reliable. The NSM-FRP technique consists of making a groove along the surface of the concrete member to be retrofitted with depth less than the cover of the member. After cleaning the groove, epoxy paste is used to fill two-thirds of the groove's depth. The FRP element is then mounted in the groove. Finally, the groove is filled with epoxy and the excessive epoxy is leveled with surface of the concrete. This technique makes the FRP material completely covered by epoxy in the cover of the concrete. This method can be used for strengthening both the positive and negative moment regions of girders and slabs. Groove size, paste, concrete, and rods properties are the main variables that control the efficiency of the NSM-FRP rods. The main objective of this research project is to determine the behavior of reinforced concrete beams that are strengthened with NSM-CFRP reinforcement bars. In this research project, the bond characteristics of NSM-CFRP reinforcement bars are first determined from pullout tests. Then, NSM-CFRP rods are installed in reinforced concrete beams and the beams are tested. Loads, strains, and deflections are measured and theoretical and measured capacities are compared. Finally, the reliability and efficiency of using NSM-CFRP rods technique in retrofitting existing structures is observed.

This thesis introduces new revolute and torsional lamina emergent mechanism (LEM) flexure designs that are suited for use in metals. Previous LEM flexures have been designed for use in highly elastic materials, such as polymers. In extending LEM flexure designs to metals, a LEM flexure design criteria is also introduced. The LEM flexure criteria is based on relative performance between the LEM flexure and a performance datum which the LEM flexure must improve upon. This performance datum, or benchmark, is a section of lamina that is of the same overall length, width, and thickness as the LEM flexure. An analysis of the revolute and torsional metal LEM flexures, based on the LEM flexure criteria, is performed and both are found to successfully meet the criteria. A brief comparative performance study is also carried out between a basic crank-slider mechanism to which the revolute and torsional metal LEM flexures have and have not been applied. The revolute and torsional metal LEM flexures are found to improve the crank-slider performance.

The Miniaturized Ultraviolet Imager (MUVI), is a compact wide field UV imaging instrument in development at UC Berkeley Space Sciences Laboratory and Cal Poly, San Luis Obispo. MUVI is designed to fit in a 2U CubeSat form factor and provide wide field, high resolution images of the ionosphere at far ultraviolet wavelengths. This thesis details the design and analyses of MUVI’s deployable cover mirror mounting flexures. Three different flexure geometries were evaluated, an optimal candidate was determined based on a number of criteria including isolation of vibration and stress to the mirrors, manufacturability and cost. The design of the flexure system includes the flexure blades themselves, Invar pads bonded to the mirror to mitigate the difference in CTEs of the different material, mounting of flexure blades to the deployable cover and ground support equipment for assembly and testing. During the design of the flexures, various materials were studied, and Titanium was concluded as the optimum material due to its combination of high strength and flexibility compared to stainless steel, aluminum and other metals. Utilizing titanium, several flexure designs were proposed, and three candidates were selected to be manufactured and tested. Throughout the design phase, all flexures went through several rounds of analysis utilizing finite element analysis to simulate quasi-static loads, modal analysis of the systems natural frequency as well as random vibration simulations to simulate testing environments. Once the front-runner designs were selected and manufactured, several tests were conducted. Testing included adhesive bond coupon testing of the adhesive in tension and bending to experimentally validate the bonding size of the invar pads would be sufficient. The adhesive bond testing conducted tension and three-point bend tests to characterize the epoxy adhesive used in the flexure assembly. Testing also consisted of sine sweep and random vibration environment in accordance with the NASA General Environmental Verification Standard to qualify the hardware for spaceflight. Throughout the vibration testing, an autocollimator was used pre and post-test to measure shifts in the optical alignment of the mirror after it underwent vibration qualification testing. Experimental and analytical models were compared once all testing was completed. The Curved Blade showed to test in the real world very close to that predicted by the finite element model, however, the Bent Blade and Z Blade showed a larger difference between analysis and test. Discussion into the reasoning for this difference and lessons learned is included.