In the constant pursuit of better-performing cemented carbides, recent studies suggest that a combination of better hardness and toughness can be obtained by changing its WC grain size distribution. As the area is still rather unexplored, this  thesis  aims  to  broaden  the  knowledge  and  answer  whether mechanical properties can be changed by changing the WC grain size distribution, in the context of mining drill bit inserts. This was performed by producing four dual grained material as well as four single grained reference materials, for which the carbon content and presence of alloying element were varied. The materials were characterised and compared with regard to magnetic saturation, magnetic coercivity,  hardness,  fracture  toughness,  wear resistance,  energy  needed  to cause  fracture,  as  well  as  detailed microstructural  analysis  obtained  through imaging and electron backscatter diffraction analysis The results showed that mining drill bit inserts with alternative WC grain size distribution  could  successfully  be  produced,  but  that  a  traditional  bimodal distribution  with  two  peaks  could  not  be  obtained.  The  distribution instead became significantly wider as well as skewed towards larger grains for the dual grained materials compared with their references. It was further also confirmed that the alternative dual grain size distribution could be used to improve the mechanical properties of fracture toughness and wear resistance, but only for material that was not alloyed, and the magnitude of the improvement may be considered  to  be  small.  For  the  alloyed  materials,  it  turned  out  to  be more difficult to influence the mechanical properties, as the improving effect of analloying element outweighed the effect of grain size distribution. / I en ständig jakt på hårdmetall med bättre prestanda, så föreslår ny forskning att en bättre kombination av hårdhet och seghet kan erhållas genom att ändra den mikrostrukturiella  WC-kornstorleksfördelning.  Då  det  ännu  är  ett relativt outforskat område, så har denna studie för avsikt att öka kunskapen genom att besvara frågan om de mekaniska egenskaperna kan förändras genom att ändra på materialets kornstorleksfördelning inom applikationsområdet hårdmetall för bergborrning. Detta gjordes genom att producera fyra material med WC pulver av två olika storlekar, samt fyra referensmaterial med en kornstorlek. För dessa varierades parametrarna kolhalt och närvaro av legeringselement. Materialen karakteriserades och jämfördes med avseende på magnetisk mättnad, magnetisk koercivitet, hårdhet,  brottseghet,  slitstyrka,  energi  som  behövs  för  att  orsaka brott, samt  en  detaljerad  mikrostrukturanalys  som  erhölls  genom  avbildning samt elektrondiffraktionsanalys. Resultaten visade att material med alternativ WC-kornstorleksfördelning kunde produceras, men att en fullt bimodal fördelning inte gick att skapa i denna studie. Fördelningen blev istället betydligt bredare samt förskjuten mot större korn för materialen som innhöll WC av två olika storlekar. Det bekräftades också att den alternativa     kornstorleksfördelningen     kunde     förbättra     de     mekaniska egenskaperna för brottseghet och slitstyrka, men endast för de material som inte var legerade och storleken på förbättringen får dessutom anses vara relativt liten. För de legerade materialen visade det sig vara svårare att påverka de mekaniska egenskaperna,  eftersom  den  förbättring  av egenskaper  som  legeringselement tillförde överträffade effekten av kornstorleksfördelning.

Submitted by Johnny Rodrigues (johnnyrodrigues@ufcg.edu.br) on 2018-09-05T18:25:04Z No. of bitstreams: 1 HUGO MORAIS DE ALCÂNTARA - DISSERTAÇÃO PPGECA 2007..pdf: 2937576 bytes, checksum: 4120665ff013d35f135ab12cfe7ca9a5 (MD5) / Made available in DSpace on 2018-09-05T18:25:04Z (GMT). No. of bitstreams: 1 HUGO MORAIS DE ALCÂNTARA - DISSERTAÇÃO PPGECA 2007..pdf: 2937576 bytes, checksum: 4120665ff013d35f135ab12cfe7ca9a5 (MD5) Previous issue date: 2007-03-29 / O presente trabalho tem o objetivo de avaliar a natureza da variação da resistência total em canais aluviais e propor uma função de resistência total. A partir da equação fundamental da resistência da superfície, é definida uma função cuja variação pode ser associada aos efeitos da forma do leito e da distribuição granulométrica de sedimentos. A forma desta função, obtida através de análise dimensional utilizando a técnica de regressão linear múltipla, é apresentada para sedimentos unimodais e bimodais associada a cada tipo de canal e mistura de sedimentos. Foi utilizada uma grande massa de dados experimentais de laboratório e de campo coletados por diversos pesquisadores em vários estudos. Com base nos diversos estudos encontrados na bibliografia e considerando as incertezas envolvidas na separação da resistência total em, a resistência devido aos grãos na superfície e das formas do leito, decidiu-se propor uma função de resistência separadamente para cada forma do leito para o parâmetro de resistência B. A grande vantagem da metodologia proposta é que esta avalia a resistência total do leito sem a necessidade de separação dos efeitos dos grãos e das formas do leito. Os resultados mostram que uma excelente relação funcional pode ser estabelecida para cada forma do leito e mistura de sedimentos utilizando três e dois parâmetros adimensionais. O efeito da distribuição granulométrica dos sedimentos ficou evidenciado no caso do leito plano e com sedimentos bimodais, indicando que nos casos em que a distribuição natural – log-normal – de sedimentos não seja aplicável, o efeito da distribuição granulométrica é significativo na resistência total do canal aluvial. / The present work has the objective of evaluating the variation of the hydraulic resistance in alluvial channels and propose a function of total resistance. Starting from the fundamental concept of the resistance of the surface, a function is defined in which the variation of resistance can be associated with the characteristics of the bed form and the grain size distribution of the mixture of the sediments in the bed. The form of this function, obtained through dimensional analysis using the technique of multiple linear regression, is presented for unimodal and bimodal sediments associated with each channel type and mixture of sediments. Utilizing the data collected by various researchers in laboratory canals and rivers, the functional relationships for the resistance factor, here in identified as a dimensionless factor “B”, has been established utilizing three, or in a simple form, two, dimensionless parameters as independent variables. The great advantage of the resistance function proposed here is that it eliminates the need to separate the total resistance into two components. The results show that an excellent functional relationship can be established for each bed form and mixture of sediments using three parameters. The influence of the grain size distribution of the sediments was evidenced in the case of all the bed forms and especially bimodal sediments. In the cases of natural distribution (log-normal) of sediments in the sand range, the effect on the individual grain size distributions became hardly noticeable.

L’étude des dépôts de tsunamis est une science relativement jeune, et si de nombreux progrès ont été faits, en particulier au cours des trois dernières décennies, les techniques disponibles à l’heure actuelle ne permettent pas l’étude exhaustive des dépôts, que ce soit à cause de problèmes de conservation, fréquemment rencontrés, ou de limites liées aux techniques analytiques elles-mêmes. En effet, leur résolution spatiale s’avère insuffisante pour les dépôts fins (fractions sableuses et inférieures), soit par leur principe même (absence de visualisation en trois dimensions sur des lames minces, par exemple), soit à cause des techniques d’échantillonnage dont elles dépendent. Ce travail a permis d’explorer les applications d’une technique analytique jusqu’à présent inutilisée dans ce domaine, la microtomographie par rayons X, appliquée à trois dépôts de tsunamis : les dépôts du tsunami de Lisbonne en 1755 sur les côtes Andalouses, ceux d’un tsunami causé en 1996 dans le Lac Karymskoye au Kamchatka, et un potentiel dépôt de tsunami datant de l’Holocène à Ninety Mile Beach, sur le littoral ouest de l’Australie. Les problématiques liées aux techniques d’échantillonnage et au traitement des données brutes et à leur exploitation sont passées en revue et les solutions retenues sont exposées. Les résultats obtenus sont comparés à ceux obtenus par l’utilisation de techniques analytiques dont la pertinence et l’utilité ont été démontrées lors de précédentes études. Cette technique se révèle extrêmement utile pour les analyses structurales (organisation interne des dépôts), texturales (distributions de tailles de grains, fabrique sédimentaire et dynamiques d’écoulements), ainsi que les analyses de composition (abondances en bioclastes et en minéraux lourds par exemple). Le croisement des études structurales et texturales du dépôt du tsunami de 1755 mettent en avant des dynamiques de mise en place allant parfois à l’encontre des scenarii généralement admis et offre un nouveau point de vue sur les dépôts de tsunami. / The study of tsunami deposits is a relatively young science, and even if substantial progress has been made (especially during the last three decades) the techniques available at present day do not allow exhaustive studies of the deposits, weither poor conservation of the deposits, which is a common problem, is to blame, or because of limitations of the techniques themselves. Their spatial resolution often appears to be insufficient for fine deposits (sand size fractions and finer) because of their working principle (lack of three dimensional visualisation of structures on thin sections for instance) or because of the sampling techniques they depend on. This work allowed exploring the applications of an analytic technique, X-ray computed microtomography, which had to this day never used before for the study of tsunami deposits. Three distinct case studies have been made: deposits from the 1755 Lisbon tsunami on the western coast of Spain (Andalusia), deposits from the 1996 tsunami triggered in Karymskoye Lake, and a potential mid-Holocene tsunami deposit at Ninety Mile Beach, western Australia. Problematic linked to sampling techniques and raw data processing and exploitation are addressed. Chosen solutions are exposed. The results are compared to those obtained using techniques whose relevance and usefulness have been proven in previous studies. This technique proves to be extremely useful for structural (deposits inner organisation), textural (grain size distribution, sedimentary fabrics and flow dynamics), and composition (bioclasts and heavy minerals abundances) analyses. Crossing structural and textural analysis of the 1755 Lisbon tsunami deposit unravels deposition modes which go against the usually admitted scenario and offers a new point of view on tsunami deposits.

Ce travail porte sur l'élaboration et l'analyse du comportement mécanique d'alliages à distribution bimodale de taille de grains. Les applications concernent les aciers inoxydables austénitiques 304L et 316L. Une approche couplée expérience-modélisation est menée pour comprendre les réponses mécaniques macroscopiques et locales de ces nouveaux alliages en se basant notamment sur l'étude des mécanismes de déformation associés. L'utilisation de deux voies d'élaboration et l'optimisation de leurs paramètres a conduit à l'obtention d'un large choix d'échantillons avec différentes distributions bimodales et différentes proportions de chaque famille de taille de grains. L'influence de ces caractéristiques microstructurales sur le comportement a été analysée sur la base d'essais en traction simple sous chargement monotone ou en charges-décharges alternées. Une base de données étendue de propriétés a ainsi été constituée et des éléments de réponse concernant les mécanismes de déformation propres aux alliages bimodaux ont pu être apportés. La présence de grains de taille conventionnelle (Coarse Grain -CG) au sein d'une matrice à grains ultrafins (UltraFine Grain - UFG) semble favoriser la relaxation d'une partie des contraintes internes de la matrice et tend ainsi à retarder l'endommagement des alliages bimodaux en comparaison aux alliages unimodaux à grains ultrafins. Une modélisation à champs complets selon deux lois de plasticité cristalline tenant compte explicitement d'une longueur interne a été proposée. Sa première motivation est de fournir un outil de prédiction du comportement effectif des alliages bimodaux en fonction de leurs caractéristiques microstructurales. Elle donne par ailleurs accès aux champs locaux et permet d'appuyer les analyses expérimentales en partition des contraintes en montrant à la fois une relaxation partielle des contraintes dans la matrice UFG mais aussi des concentrations de contrainte aux interfaces CG/UFG. / This work is focused on the elaboration and the mechanical behaviour of 304L and 316L austenitic stainless steel alloys with bimodal grain size distribution. The complementary approach between experiments and modelling enables a better understanding of both macroscopic and local mechanical responses and also of the associated deformation mechanisms.The use of two elaboration routes and optimized process parameters results in a wide range of samples with different bimodal grain size distributions. Grain sizes and fractions of each population are modified in order to study the influence of these microstructural characteristics on mechanical behavior. Uniaxial tensile tests are used to realize a database of mechanical properties of bimodal alloys and loading-unloading tests provides valuable informations about deformation mechanisms in these materials. With coarse grains (CG) embedded in an ultrafine grained (UFG) matrix, a relaxation of a part of the internal stresses seems to take place and leads to a delayed embrittlement of bimodal alloys as compared to their unimodal counterparts. Full-field modelling, based on two crystal plasticity laws with an explicit account of an internal length, is proposed. It constitutes a valuable prediction tool of effective properties of bimodal alloys in order, in particular, to study the effect of several microstructural characteristics. An access to local fields is also possible and tend, so far, to show similar results compared to experimental ones : stress relaxation is observed in the UFG matrix as well as stress concentrations at the CG/UFG interfaces.

The efficiency of multicrystalline (mc) silicon solar cells depends strongly on the fraction of recombination active crystal defects. This work focuses on a systematic analysis of how the area fraction of recombination active crystal defects and thus the solar cell efficiency is af-fected by the grain structure of mc-silicon wafers, i.e. grain size, grain orientation and type of the grain boundaries between adjacent grains. For that purpose a new characterization method was developed which allows the measurement of the grain orientation and grain boundary type of full 156x156 mm² mc-silicon wafers. The results of the grain structure analysis were correlated with the etch pit density, the recombination active area fraction measured by photo-luminescence imaging, and the solar cell efficiency in order to quantify the most important features of the grain structure, which were relevant to obtain high quality mc-silicon wafer material. For the determination of the grain orientation and grain boundary type two metrology sys-tems were combined. The so-called grain detector determines the geometrical data of each grain (size and form) by a reflectivity measurement. Afterwards the wafer with the geomet-rical information of all grains is transferred into the so-called Laue Scanner. This system irra-diates each grain larger 3 mm² with white x-rays and creates a backscatter diffraction pattern (Laue pattern) for each grain. From this Laue pattern the grain orientation and the grain boundary type of neighboured grains is calculated and statistically analysed in combination with the geometrical data of the grain detector. In this work the grain structure of twelve industrially grown mc-silicon bricks, which were produced by different manufacturers, and two laboratory grown bricks were investigated. Seven of these bricks show a fine grain structure. This material named class F is considered to be typical for so-called High Performance Multi (HPM) silicon. The other bricks show a coarse-grained structure. This grain structure was called class G and corresponds to the con-ventional mc-silicon material. The results show that the grain structures of the start of the crystallization process differ sig-nificantly between class F and class G. The class F mc-silicon wafers have a uniform initial grain size (characterized by coefficient of variation CV¬KG < 2.5) and grain orientation (charac-terized by coefficient of variation CVKO < 1.5) distribution with a small mean grain size (< 4 mm²) and a high length fraction of random grain boundaries (> 60 %) in comparison to the class G wafers. Despite the totally different initial grain structure for the class F and class G bricks, the grain structure of the wafers which represent the end of the crystallization process is more or less comparable. It can be concluded that the development of the grain structure along the crystal height of the class F bricks is driven by an energy minimization due to the surface energy and the grain boundary energy, that means that the share of (111) oriented grains having the lowest surface energy and the share of ∑3 grain boundaries having the lowest interface energy increase from the start of crystallization to the end. This phenomenon could not be observed for the class G bricks, which show a decreasing ∑3 length fraction and a decreasing area fraction of {111} oriented grains. This energetically unfavourable grain structure development is not clear so far but it means another kind of energy minimization effect must exist within class G. This could be for instance the formation of dislocations. The grain structure investigations show clearly that especially the initially fine-grained struc-ture of the class F bricks, i.e. at the start of crystallization, influences beneficially the area fraction of recombination active defects and the solar cell efficiency subsequently. This ob-servation can be explained as follows. Reduced dislocation cluster formation: • The small grain sizes in combination with the low length fraction of ∑3 grain bounda-ries capture the dislocations within a grain. Dislocations are not able to move across the grain boundaries which have not the ∑3-type within moderate stress and tempera-ture fields. This prohibits the formation and expansion of large dislocation cluster. • The previously described energetically driven grain selection and the continuously in-creasing grain size from bottom to top leads to an overgrowth of grains. This means that also dislocated grains will disappear which also prohibits the formation of large dislocation cluster. Reduced possibility of dislocation formation: • Compared to the class G bricks the area fraction of {111} oriented grains is reduced. Therefore, the possibility of the formation of dislocations is reduced, because they would be activated first in {111} oriented grains taking the Schmidt factor in account which is lowest for {111} oriented grains. After the dislocation generation within a {111} oriented grain, the dislocation can move forward on 3 of 4 possible {111} slip planes which have an angle of 19.5° with regard to the growth direction. No other ori-entation has more slip planes for the dislocation movement which have an angle smaller 20° with regard to the growth direction. These arguments in combination with the high reproducibility of the characteristic initial class F structure can explain the observed low recombination active area fraction from start to end of crystallization which was smaller 5 % and especially the low variation of 2 % of the electrical active wafer area in between the class F bricks. One can also easily explain the higher recombination active area fraction up to 14 % and the large variation of 10 % between the class G bricks due to the obtained grain structure data. These differences in the recombination active area fractions are reflected in the solar cell efficiency which is 0.4 % higher for the class F bricks compared to the class G bricks. In consideration of the above mentioned reasons it is not beneficial for the industrial ingot production technology to increase the ingot height further, due to the fact that the advanta-geous initial grain structure properties of class F bricks disappear with increasing crystal height.:Abstract 1. Einleitung 1.1 Photovoltaik 1.2 Stand der Technik 1.2.1 Blockerstarrung von multikristallinem Silizium 1.2.2 Kornorientierungsbestimmung 1.3 Zielsetzung und Gliederung der Arbeit 2. Grundlagen 2.1 Silizium 2.1.1 Elektrische Eigenschaften 2.1.2 Oberflächenenergien des Siliziums 2.2 Kristalldefekte in multikristallinem Silizium 2.2.1 Versetzungen 2.2.2 Korngrenzen 2.2.3 Wechselwirkung zwischen Versetzungen und Korngrenzen 3. Mess- und Auswertemethodik 3.1 Detektion der Körner 3.1.1 Aufbau und Funktionsweise 3.1.2 Definition der Kenngrößen 3.1.3 Fehlerbetrachtung 3.2 Detektion der Kornorientierungen und Korngrenztypen 3.2.1 Theoretische Betrachtung 3.2.2 Aufbau und Funktionsweise 3.2.3 Definition der Kenngrößen 3.2.4 Fehlerbetrachtung 3.3 Detektion der Ätzgrubendichte 3.3.1 Aufbau und Funktionsweise 3.3.2 Definition der Kenngrößen 3.3.3 Fehlerbetrachtung 3.4 Detektion des rekombinationsaktiven Flächenanteils 3.4.1 Aufbau und Funktionsweise 3.4.2 Definition der Kenngrößen 3.4.3 Fehlerbetrachtung 3.5 Korrelation der rekombinationsaktiven Kristalldefekte mit der Kornorientierung 4. Probeninformation 5. Ergebnisteil 5.1 Korngrößenverteilung 5.1.1 Säulenklassifizierung 5.1.2 Klasse F Säulen 5.1.3 Klasse G Säulen 5.2 Kornorientierungsverteilung 5.2.1 Klasse F Säulen 5.2.2 Klasse G Säulen 5.3 Korngrenztypverteilung 5.3.1 Klasse F Säulen 5.3.2 Klasse G Säulen 5.4 Ätzgrubendichte 5.4.1 Klasse F Säulen 5.4.2 Klasse G Säulen 5.5 Rekombinationsaktiver Flächenanteil 5.5.1 Klasse F Säulen 5.5.2 Klasse G Säulen 5.6 Korrelation der Ergebnisse 5.6.1 Mittlere Korngröße und Variationskoeffizient vs. rekombinationsaktiver Flächenanteil 5.6.2 Korngrenztyplängenanteil vs. rekombinationsaktiver Flächenanteil 5.6.3 Kornorientierung vs. rekombinationsaktiver Flächenanteil 5.6.4 Ätzgrubendichte vs. rekombinationsaktiver Flächenanteil 6. Diskussion der Ergebnisse 6.1 Einfluss des Kristallzüchtungsprozesses auf die Korngrößen-, die Kornorientierungs- und Korngrenztypverteilung 6.2 Einfluss der Kornstruktur auf den elektrisch aktiven Defektanteil 6.3 Einfluss der Kornorientierung auf den elektrisch aktiven Defektanteil 6.4 Einfluss der Kornstruktur auf die elektrische Aktivierung von Versetzungsclustern 6.5 Einfluss der Verunreinigungen auf die Solarzelleneffizienz 7. Zusammenfassung und Ausblick Verwendete Abkürzungen und Symbole Literaturverzeichnis Veröffentlichungen Betreute studentische Arbeiten Danksagung

Bedrock islands add variation to the estuarine system that results in deviations from typical unconfined estuarine sediment transport patterns. Limited literature exists regarding the dynamics of seabed morphology, delta formation, sediment divergence patterns, and sedimentary facies classifications of non-fjordic bedrock confined systems. Such knowledge is critical to address coastal management concerns adequately. This research presents insights from the Skeena Estuary, a macrotidal estuary in northwestern Canada with a high fluvial sediment input (21.2-25.5 Mtyr-1). Descriptions on sub-environments, stratification, and sediment accumulation within the Skeena Estuary utilize HydroTrend model outputs of riverine sediment and discharge, Natural Resources Canada radiocarbon-dated sediment cores and grain size samples, and acoustic Doppler current profiler and conductivity-temperature-depth measurements from three field campaigns. Research findings delineate a fragmented delta structure with elongated mudflats and select areas of slope instability. Variations from well-mixed water circulation to lateral stratification, govern the slack tide flow transition and sediment transport pathways within seaward and landward passages of the estuary. Fostering a comprehensive understanding of bedrock confined estuary and delta systems has implications for the assessment of coastal management strategies, the productivity of ecological habitats, and the impacts of climate change within coastal areas. / Graduate

Dreiaxiale Druckprüfungen können als Einstufenversuche, als Mehrstufenversuche oder als Versuche mit kontinuierlichen Bruchzuständen ausgeführt werden. Bei der Anwendung der Mehrstufentechnik ergeben sich insbesondere Fragestellungen hinsichtlich der richtigen Wahl des Umschaltpunktes und des optimalen Verlaufs des Spannungspfades zwischen den einzelnen Versuchsstufen. Fraglich beim Versuch mit kontinuierlichen Bruchzuständen bleibt, ob im Versuchsverlauf tatsächlich Spannungszustände erfasst werden, welche die Höchstfestigkeit des untersuchten Materials repräsentieren. Die Dissertation greift diese Fragestellungen auf, ermöglicht den Einstieg in die beschriebene Thematik und schafft die Voraussetzungen, die zur Lösung der aufgeführten Problemstellungen notwendig sind. Auf der Grundlage einer umfangreichen Datenbasis gesteinsmechanischer und petrophysikalischer Kennwerte wurde ein numerisches Modell entwickelt, welches das Spannungs-Verformungs-, Festigkeits- und Bruchverhalten eines Sandsteins im direkten Zug- und im einaxialen Druckversuch sowie in dreiaxialen Druckprüfungen zufriedenstellend wiedergibt. Das Festigkeitsverhalten des entwickelten Modells wurde in Mehrstufentests mit unterschiedlichen Spannungspfaden analysiert und mit den entsprechenden Laborbefunden verglichen.

Dreiaxiale Druckprüfungen können als Einstufenversuche, als Mehrstufenversuche oder als Versuche mit kontinuierlichen Bruchzuständen ausgeführt werden. Bei der Anwendung der Mehrstufentechnik ergeben sich insbesondere Fragestellungen hinsichtlich der richtigen Wahl des Umschaltpunktes und des optimalen Verlaufs des Spannungspfades zwischen den einzelnen Versuchsstufen. Fraglich beim Versuch mit kontinuierlichen Bruchzuständen bleibt, ob im Versuchsverlauf tatsächlich Spannungszustände erfasst werden, welche die Höchstfestigkeit des untersuchten Materials repräsentieren. Die Dissertation greift diese Fragestellungen auf, ermöglicht den Einstieg in die beschriebene Thematik und schafft die Voraussetzungen, die zur Lösung der aufgeführten Problemstellungen notwendig sind. Auf der Grundlage einer umfangreichen Datenbasis gesteinsmechanischer und petrophysikalischer Kennwerte wurde ein numerisches Modell entwickelt, welches das Spannungs-Verformungs-, Festigkeits- und Bruchverhalten eines Sandsteins im direkten Zug- und im einaxialen Druckversuch sowie in dreiaxialen Druckprüfungen zufriedenstellend wiedergibt. Das Festigkeitsverhalten des entwickelten Modells wurde in Mehrstufentests mit unterschiedlichen Spannungspfaden analysiert und mit den entsprechenden Laborbefunden verglichen.