In Operations Enduring Freedom and Iraqi Freedom, explosions accounted for 81% of all injuries; this is a higher casualty percentage than in any previous wars. Blast wave overpressure has recently been associated with varying levels of traumatic brain injury in soldiers exposed to blast loading. Presently, the injury mechanism behind primary blast brain injury is not well understood due to the complex interactions between the blast wave and the human body. Despite these limitations in the understanding of head injury thresholds, head kinematics are often used to predict the overall potential for head injury. The purpose of this study was to investigate head kinematics, and predict injury from a range of simulated blast loads at varying standoff distances and differing heights of bursts. The validated Generator of body data multi-body human surrogate model allows for numerical kinematic data simulation in explicit finite element method fluid structure interaction blast modeling. Two finite element methods were investigated to simulate blast interaction with humans, an enhanced blast uncoupled method, and an Arbitrary Lagrangian Eularian fully coupled method. The enhanced blast method defines an air blast function through the application of a blast pressure wave, including ground reflections, based on the explosives relative location to a target; the pressures curves are based on the Convention Weapons databases. LBE model is efficient for parametric numerical studies of blast interaction where the target response is the only necessary result. The ALE model, unlike classical Lagrangian methods, has a fixed finite element mesh that allows material to flow through it; this enables simulation of large deformation problems such as blast in an air medium and its subsequent interaction with structures. The ALE model should be used when research into a specific blast scenario is of interest, since this method is more computationally expensive. The ALE method can evaluate a blast scenario in more detail including: explosive detonation, blast wave development and propagation, near-field fireball effects, blast wave reflection, as well as 3D blast wave interaction, reflection and refraction with a target. Both approaches were validated against experimental blast tests performed by Defense Research and Development Valcartier and ConWep databases for peak pressure, arrival time, impulse, and curve shape. The models were in good agreement with one another and follow the experimental data trend showing an exponential reduction in peak acceleration with increasing standoff distance until the Mach stem effect reached head height. The Mach stem phenomenon is a shock front formed by the merging of the incident and reflected shock waves; it increases the applied peak pressure and duration of a blast wave thus expanding the potential head injury zone surrounding a raised explosive. The enhanced blast model was in good agreement with experimental data in the near-field, and mid-field; however, overestimated the peak acceleration, and head injury criteria values in the far-field due to an over predicted pressure impulse force. The ALE model also over predicted the response based on the head injury criteria at an increased standoff distance due to smearing of the blast wave over several finite elements leading to an increased duration loading. According to the Abbreviated Injury Scale, the models predicted a maximal level 6 injury for all explosive sizes in the near-field, with a rapid acceleration of the head over approximately 1 ms. There is a drastic exponential reduction in the insult force and potential injury received with increasing standoff distance outside of the near-field region of an explosive charge.

<p>Composite Plate Shear Walls - Concrete Filled (C-PSW/CF), also known as SpeedCore walls, are increasingly used in commercial buildings. C-PSW/CF offer the advantages of modularization and expedited construction time. The performance of C-PSW/CF under wind and seismic loading has been extensively studied. As such, building codes permit the use of these walls in non-seismic and seismic regions. In addition to these lateral loads, C-PSW/CF may be exposed to fire loading during their service life. Elevated temperatures resulting from the fire loading subject structural components to a set of forces and deformations. These elevated temperatures result in the significant degradation of the material properties. Thus, fire loading may lead to the failure of structural components during fire incidents within the buildings.</p> <p>This dissertation describes (i) experimental, numerical, and analytical studies conducted to evaluate the performance of C-PSW/CF and (ii) the development of design guidelines for C-PSW/CF subjected to fire and gravity loading. The results from prior experimental investigations were compiled, and five additional fire tests were conducted to address gaps in the experimental data. The fire tests were conducted on laboratory-scale specimens subjected to axial compressive loading and simulated standard fire loading (heating). The parameters considered in the tests were axial compressive loading (21% – 30% of section compressive strength, <em>Ag f’c</em>), steel plate slenderness (24 – 48, tie spacing-to-steel plate thickness ratio), and uniformity of heating (all-sided versus three-sided heating).</p> <p>Numerical and analytical studies were conducted using two independent methods namely Finite Element (FE) and Finite Difference (FD) methods. The developed models were benchmarked to test data, and the benchmarked models were used to conduct parametric studies to expand the database. The thermal and structural material properties recommended by Eurocode standards were applied in these models. The parameters considered were the wall thickness (200 mm – 600 mm), wall slenderness (story height-to-concrete thickness ratio, <em>H/tc</em>= 5 – 25), axial load ratio (<em>Pu</em> ≤ 30% section concrete strength, <em>Ac f’c</em>), heating uniformity (uniform versus non-uniform heating), boundary conditions (pinned versus fixed), cross-sectional steel plate reinforcement ratio (<em>As/Ag</em> =1.3% – 5.3%), steel plate slenderness ratio (<em>stie/tp</em> = 20 – 75), tie bar spacing-to-wall concrete thickness ratio (<em>stie/tc</em> = 0.5 – 1.0), and concrete compressive strength (<em>f’c</em> = 40 MPa – 55 MPa).</p> <p>Symmetric nonlinear thermal gradients were developed through wall thickness for the walls exposed to uniform fire loading. Due to the low thermal conductivity of concrete, the temperature decreased nonlinearly through the wall thickness towards the mid-thickness of the walls. For the non-uniform fire exposure, temperatures through the wall thickness decreased nonlinearly towards the unexposed surface of the walls. A consistent trend was observed in the axial displacements of C-PSW/CF under combined fire and gravity loading. The observed trend consisted of several steps including (i) thermal expansion, (ii) gradual axial shortening, (iii) fast axial shortening, and (iv) failure.</p> <p>Local buckling of steel plates between tie bars was observed in all walls. However, this phenomenon did not cause any significant degradation in structural performance or failure of the walls. The results from parametric studies indicated that wall slenderness ratio (story height-to-wall thickness ratio), wall thickness, applied axial load ratio, and end boundary conditions have a significant influence on the fire resistance of C-PSW/CF. Higher wall slenderness ratios and load ratios had a detrimental effect on the fire resistance of walls. Global buckling was the dominant failure mode for the walls with high slenderness ratios (e.g., <em>H</em>/<em>tc </em>³ 15). In thicker walls, the lower temperatures in the middle regions of the concrete helped to maintain the axial compressive capacity of walls under fire loading. Limiting the steel plate slenderness ratio could slightly improve the fire resistance of unprotected walls by arresting the extent of local buckling between tie bars.</p> <p>The results from the parametric studies have been used to develop an approach for designing C-PSW/CF subjected to combined fire and gravity loading. The total (linear) length of the wall was discretized into unit width columns, where each unit width column corresponded to a length of wall equal to the tie bar spacing (<em>stie</em>). Thus, each unit is like a column with steel plates on two opposite surfaces, concrete infill, and tie bars distributed uniformly along the height. The axial load capacity of C-PSW/CF can be estimated as the axial load capacity of the unit width column, calculated using the developed approach, multiplied by the linear length of the wall divided by the unit width (tie bar spacing). For this approach, the wall slenderness ratio (<em>H/tw</em>), has a limiting value of 20. Walls with wall slenderness ratios greater than 20 should be fire protected. The expansion of the material on the exposed surface of walls generated moments through the wall cross-section in non-uniform fire scenarios. This phenomenon caused the early failure of walls (~40 minutes) with wall slenderness ratios greater than 20. An approach was developed to conservatively estimate the fire-resistance rating (in hours) of unprotected C-PSW/CF exposed to the standard fire time-temperature curve. The fire-resistance rating of C-PSW/CF depends directly on the applied axial load ratio, wall slenderness ratio, and wall thickness.</p> <p>The temperature profile through the wall thickness can be calculated by discretizing the section into fibers (or elements). Since the temperature of the elements is uniform along the height and length of walls, 1D thermal analysis (through wall thickness) can be performed using heat transfer equations or the fiber-based program developed in the study.</p> <p>Vent holes are recommended to relieve the buildup steam pressure as the moisture content of concrete evaporates at temperatures exceeding the boiling point of water. A rational method was developed to design the vent holes as a function of the maximum temperature and thermal gradient through the wall thickness, heating duration, moisture content, and the acceptable level of pressure buildup on the steel plates. However, in typical cases, unprotected C-PSW/CF walls can be provided with 25 mm diameter vent holes spaced at a distance equal to story height or 3.6 m (maximum) in the horizontal and vertical directions to relieve the buildup of steam or water vapor pressure.</p> <p>This research study also led to the development and validation of a computer program that can be used instead of the design equations to more accurately model and calculate the thermal and structural performance of composite C-PSW/CF. This program is based on a fiber-based section and member analysis method that can be used to evaluate the performance and axial (gravity) load capacity of unprotected and protected C-PSW/CF subjected to uniform or non-uniform heating. The analysis can be conducted by implementing standard (ISO 834 or ASTM E119), Eurocode parametric, or user input gas (or surface) time-temperature curves.</p> <p>The proposed equations and the recommendations in this study can be used to develop design guidelines and specifications for fire resistance design of C-PSW/CF under combined fire and gravity loading. A code change proposal will be proposed to AISC <em>Specification</em> - Appendix 4 (Structural Design for Fire Condition).</p>

This thesis discusses the development of MANGO, a tool created to model normal-conducting magnets which were installed in the 1970s in the experimental areas at CERN, and store their analysis. MANGO formulates an answer to two problems faced by the physicists of the Beam Department when they model a beam line: first, how to produce new magnetic field maps and, second, how to easily access existing ones? It contains a multi-use package that offers an automated process to produce magnetic field maps from finite-element models of magnets. In addition, the package can visualise the field density or the flux lines of a magnet, and can benchmark a model and automatically store the solutions in a database, while tailoring its content to the level of expertise in electromagnetism and finite-elements modelling of the users. To development of the tool starts by modelling the different types of the normal-conducting magnets using two-dimensional finite element modelling (Opera-2D). After the successful development of one finite element model, it is benchmarked to justify its use in the creation of magnetic field maps. To address the second challenge and avoid any duplication of work, MANGO integrates a Git repository with submodules, where the finite-element models, the magnetic field maps and the documentation are stored. / I detta examensarbete diskuteras utvecklingen av MANGO, ett verktyg som skapats för att modellera normalkonduktiva elektromagneter, som installerades på 1970-talet i CERN:s experimentområden, och lagra deras analys. Mer specifikt formulerar MANGO ett svar på två problem som fysiker vid Beam Department står inför när de modellerar en partikelstrållinje. Hur skapar man nya magnetfältskartor och, hur får man enkelt tillgång till nuvarande magnetfältskartor? Det innehåller ett programbibliotek med flera användningsområden, som skapar nya magnetfältskartor från nuvarande magnetmodeller, som skapas av programbibliotek självt. Med den programbibliotek kan man visualisera en magnets fältdensitet eller flödeslinjer, benchmarka modellen och automatiskt lagra magnetlösningar och numeriska simuleringar i databasen, utöver att modellera magneter, och samtidigt ge möjlghet för anpassning av innehållet till användarens kunskapsnivå och färdigheter. För att utveckla MANGO börjar författaren med att modellera de olika typerna av normalkonduktiva elektromagneter med hjälp av tvådimensionell finit elementmodellering (Opera-2D). Efter den framgångsrika utvecklingen av en finit elementmodell, fortsätter författaren med benchmarking av modell för att motivera dess användning inom skapandet av magnetfältskartor. För att besvara det andra problemet integrerar MANGO ett Git-databas där finita elementmodellerna, magnetfältskartorna och dokumentationen lagras, för att undvika dubbelarbete. Git databas har undermoduler för att kunna skapa olika åtkomster per användarnivå.

Dans le contexte des transports plus électriques, les parties mécaniques tendent à être remplacées par leurs équivalents électriques plus petits. Ainsi, le composant lui-même doit supporter un environnement plus sévère et de lourdes contraintes (haute tension, haute température). Les composants silicium deviennent alors inappropriés. Depuis la commercialisation des premières diodes Schottky en 2001, le carbure de silicium est le matériau reconnu mondialement pour la fabrication de dispositifs haute tension avec une forte intégration. Sa large bande d'énergie interdite et son fort champ électrique critique permettent la conception de transistors à effet de champ avec jonction (JFET) pour les hautes tensions ainsi que les diodes associées. Les structures étudiées dépendent de nombreux paramètres, et doivent ainsi être optimisées. L'influence d'un paramètre ne pouvant être isolée, des méthodes mathématiques ont été appelées pour trouver la valeur optimale. Ceci a conduit à la mise en place d'un critère d'optimisation. Ainsi, les deux grands types de structures de JFET verticaux ont pu être analysés finement. D'une part, la recherche d'une structure atteignant les tensions les plus élevées possible a conduit à l'élaboration d'un procédé de fabrication complexe. D'autre part, un souci de simplification et de stabilisation des procédés de fabrication a permis le développement d'un composant plus simple, mais avec une limite en tension un peu plus modeste. / In the context of more electrical transports, mechanical devices tend to be replaced by their smaller electrical counterparts. However the device itself must support harsher environment and electrical constraints (high voltage, high temperature) thus making existing silicon devices inappropriate. Since the first Schottky diode commercialization in 2001, Silicon Carbide (SiC) is the favorite candidate for the fabrication of devices able to sustain high voltage with a high integration level. Thanks to its wide band gap energy and its high critical field, 4H-SiC allows the design of high voltage Junction Field Effect Transistor (JFET) with its antiparallel diode. Studied structures depends of many parameters, that need to be optimized. Since the influence of the variation of each parameter could not be isolated, we tried to find mathematical methods to emphase optimal values leading to set an optimization criterion. Thus, two main kinds of JFET structure were finely analyzed. In one hand, the aim of the structure that can sustain a voltage as high as possible leads to a complex fabrication process. In the other hand, the care of a simplification and a stabilization of manufacturing process leads to the design of simpler device, but with a bit less sustain capabilities.