Kaasuturbiinin polttoainesuuttimien virtausmittaus

Tässä diplomityössä suunniteltiin ja rakennettiin kaasuturbiinin kaasusuuttimien virtausmittauslaitteisto. Suuttimien epätasainen toiminta kasvattaa kaasuturbiinin poistolämpötilahajontaa. Virtausmittauksien perusteella voidaan määrittää suuttimien efektiivinen virtauspoikkipinta-ala. Suuttimien asennusjärjestys opti-moidaan suuttimien välisten pinta-alaerojen mukaisesti, jolloin polttoainevirtaus polttokammioihin on mahdollisimman tasainen ja poistolämpötilahajonta pienenee. Kaasuturbiinin MS6001 esittelyssä keskityttiin tärkeimpiin komponentteihin sekä polttoainesuuttimien testauksen kannalta oleellisiin osiin ja niiden toimintaan. Teoriaosuudessa tarkasteltiin tilavuusvirran sekä suutinvirtauksen laskennassa käytettäviä yhtälöitä. Mittalaitteiston suunnittelu ja toteutus olivat tämän työn laajin osa-alue. Laitteiston keskeiset osat ovat kuristuselin ja suutintestausosa. Kuristuselintyypiksi valittiin rengaskammiollinen kuristuslaippa, joka suun-niteltiin standardin SFS-EN ISO 5167:2003 mukaisesti. Standardissa annettujen yhtälöiden antamia tuloksia verrattiin numeerisella virtauslaskentamallilla lasket-tuihin tuloksiin. Suutinrunkojen ja -kärkien mittauksien suunnittelussa sovellettiin samaa standardia sekä numeerista virtauslaskentaa optimaalisen sijainnin löytämiseksi paineyhteelle. Mittauksissa syntyvien epävarmuuksien arviointiin kiinnitettiin erityistä huomiota. Kokeellisessa osuudessa mitattiin yhden kunnostetun suuttimen, käytetyn suut-timen ja suutinrungon virtausta. Tuloksien perusteella laskettiin efektiiviset pinta-alat, joita verrattiin turbiinivalmistajan ilmoittamiin pinta-aloihin. Lopuksi arvioitiin mittaustulosten perusteella laitteiston toimivuutta. Virhe-arvioinnin ja mittaustulosten perusteella laadittiin teknisiä parannusehdotuksia suutintestauslaitteiston luotettavan toiminnan varmistamiseksi.

Thermal-Aware Networked Many-Core Systems

Advancements in IC processing technology has led to the innovation and growth happening in the consumer electronics sector and the evolution of the IT infrastructure supporting this exponential growth. One of the most difficult obstacles to this growth is the removal of large amount of heatgenerated by the processing and communicating nodes on the system. The scaling down of technology and the increase in power density is posing a direct and consequential effect on the rise in temperature. This has resulted in the increase in cooling budgets, and affects both the life-time reliability and performance of the system. Hence, reducing on-chip temperatures has become a major design concern for modern microprocessors. This dissertation addresses the thermal challenges at different levels for both 2D planer and 3D stacked systems. It proposes a self-timed thermal monitoring strategy based on the liberal use of on-chip thermal sensors. This makes use of noise variation tolerant and leakage current based thermal sensing for monitoring purposes. In order to study thermal management issues from early design stages, accurate thermal modeling and analysis at design time is essential. In this regard, spatial temperature profile of the global Cu nanowire for on-chip interconnects has been analyzed. It presents a 3D thermal model of a multicore system in order to investigate the effects of hotspots and the placement of silicon die layers, on the thermal performance of a modern ip-chip package. For a 3D stacked system, the primary design goal is to maximise the performance within the given power and thermal envelopes. Hence, a thermally efficient routing strategy for 3D NoC-Bus hybrid architectures has been proposed to mitigate on-chip temperatures by herding most of the switching activity to the die which is closer to heat sink. Finally, an exploration of various thermal-aware placement approaches for both the 2D and 3D stacked systems has been presented. Various thermal models have been developed and thermal control metrics have been extracted. An efficient thermal-aware application mapping algorithm for a 2D NoC has been presented. It has been shown that the proposed mapping algorithm reduces the effective area reeling under high temperatures when compared to the state of the art.

Öljy-vesiemulsioiden erottumisen tehostaminen erilaisten geometrioiden avulla

Työn kirjallisuusosassa selvitettiin neste-nestedispersioiden ja emulsioiden pisarakokojakauman määrittämiseen soveltuvia menetelmiä. Kirjallisuusosa painottuu emulsioiden stabiliteettiin liittyvään teoriaan ja menetelmiin, joilla voidaan tutkia pisarakokojakaumia suoraan prosessista. Erillisnäytteiden analysointiin perustuvista menetelmistä on esitettynä mikroskooppianalyysi sekä lasersäteen sirontaan perustuva mittaus, joita molempia käytettiin tämän työn kokeellisessa osassa. Kokeellisessa osassa pyrittiin selvittämään, vaikuttavatko kaksi erimuotoista ruuvi-kapaletta eri tavalla öljy-vesiemulsion pisarakokojakaumaan, kun emulsio virtasi ruuvin vuorovaikutusalueen läpi. Tätä tutkittiin määrittämällä ennen vuorovaikutusaluetta ja vuorovaikutusalueen jälkeen kerättyjen emulsionäytteiden pisarakokojakaumat lasersäteen sirontamittauksilla. Mitattujen pisarakokojakaumien perusteella ei voitu tehdä varmaa johtopäätöstä, vaikuttivatko ruuvit pisarakokojakaumaan vai eivät. Syynä tähän on pisarakokojakaumien vaihtelu rinnakkaisnäytteissä. Rinnakkaismittauksissa havaittu vaihtelu johtui arvaamattomasti muuttuneista virtausolosuhteista, mikä aiheutti edelleen öljypitoisuuden muutoksia. Muita mahdollisia syitä ovat veden ionivahvuuden, pH:n ja lämpötilan vaihtelu.

Euroopan yhteisen maksualueen (Single European payment area) vaikutukset maksuliikenteen tehokkuuteen case: Metso Oyj

Työn tavoitteena oli tutkia Euroopan yhteisen maksualueen (Single European Payment Area, SEPA) kehitystä ja selvittää mitä hyötyä siitä on Metso-konsernin maksuliikenteelle. Teoreettisessa osassa tarkastellaan mistä tehokas maksuliikenne koostuu ja esitetään SEPA:n kehitys peilaamalla sitä Berger et al.:n (1996) teoriasta muodostettuihin implikaatioihin. Empiirinen osuus sisältää kuvailevan Case-tutkimuksen, joka toteutettiin teemahaastatteluilla. Sitä täydennettiin kvantitatiivisella tilisiirtokustannusaineistolla (Metso-konserni). Tulosten mukaan SEPA-kehitys on sekä positiivista että negatiivista: 1) Jos kaikki maksuliikenteen osapuolet kokevat saavansa hyötyä uudistuksista, toteutuu sosiaalinen tehokkuus, jolloin kehitys nopeutuu ja kustannukset laskevat. Tämä on nähtävissä Metso-konsernin tilisiirtokustannusten kehityksestä. 2) SEPA lisää pankkien kustannuksia. 3) Järjestelmien kehitys vähentää maksuliikenneriskiä 4) Maksualuekehitys on vaarassa hidastua, jos alhaiseksi koetun riskin ehkäisemisestäei haluta maksaa.

Project Success through Effective Decisions: Case Studies on Project Goal Setting, Success Evaluation and Managerial Decision Making

The objective of the thesis is to structure and model the factors that contribute to and can be used in evaluating project success. The purpose of this thesis is to enhance the understanding of three research topics. The goal setting process, success evaluation and decision-making process are studied in the context of a project, business unitand its business environment. To achieve the objective three research questionsare posed. These are 1) how to set measurable project goals, 2) how to evaluateproject success and 3) how to affect project success with managerial decisions.The main theoretical contribution comes from deriving a synthesis of these research topics which have mostly been discussed apart from each other in prior research. The research strategy of the study has features from at least the constructive, nomothetical, and decision-oriented research approaches. This strategy guides the theoretical and empirical part of the study. Relevant concepts and a framework are composed on the basis of the prior research contributions within the problem area. A literature review is used to derive constructs of factors withinthe framework. They are related to project goal setting, success evaluation, and decision making. On the basis of this, the case study method is applied to complement the framework. The empirical data includes one product development program, three construction projects, as well as one organization development, hardware/software, and marketing project in their contexts. In two of the case studiesthe analytic hierarchy process is used to formulate a hierarchical model that returns a numerical evaluation of the degree of project success. It has its origin in the solution idea which in turn has its foundation in the notion of projectsuccess. The achieved results are condensed in the form of a process model thatintegrates project goal setting, success evaluation and decision making. The process of project goal setting is analysed as a part of an open system that includes a project, the business unit and its competitive environment. Four main constructs of factors are suggested. First, the project characteristics and requirements are clarified. The second and the third construct comprise the components of client/market segment attractiveness and sources of competitive advantage. Together they determine the competitive position of a business unit. Fourth, the relevant goals and the situation of a business unit are clarified to stress their contribution to the project goals. Empirical evidence is gained on the exploitation of increased knowledge and on the reaction to changes in the business environment during a project to ensure project success. The relevance of a successful project to a company or a business unit tends to increase the higher the reference level of project goals is set. However, normal performance or sometimes performance below this normal level is intentionally accepted. Success measures make project success quantifiable. There are result-oriented, process-oriented and resource-oriented success measures. The study also links result measurements to enablers that portray the key processes. The success measures can be classified into success domains determining the areas on which success is assessed. Empiricalevidence is gained on six success domains: strategy, project implementation, product, stakeholder relationships, learning situation and company functions. However, some project goals, like safety, can be assessed using success measures that belong to two success domains. For example a safety index is used for assessing occupational safety during a project, which is related to project implementation. Product safety requirements, in turn, are connected to the product characteristics and thus to the product-related success domain. Strategic success measures can be used to weave the project phases together. Empirical evidence on their static nature is gained. In order-oriented projects the project phases are oftencontractually divided into different suppliers or contractors. A project from the supplier's perspective can represent only a part of the ¿whole project¿ viewed from the client's perspective. Therefore static success measures are mostly used within the contractually agreed project scope and duration. Proof is also acquired on the dynamic use of operational success measures. They help to focus on the key issues during each project phase. Furthermore, it is shown that the original success domains and success measures, their weights and target values can change dynamically. New success measures can replace the old ones to correspond better with the emphasis of the particular project phase. This adjustment concentrates on the key decision milestones. As a conclusion, the study suggests a combination of static and dynamic success measures. Their linkage to an incentive system can make the project management proactive, enable fast feedback and enhancethe motivation of the personnel. It is argued that the sequence of effective decisions is closely linked to the dynamic control of project success. According to the used definition, effective decisions aim at adequate decision quality and decision implementation. The findings support that project managers construct and use a chain of key decision milestones to evaluate and affect success during aproject. These milestones can be seen as a part of the business processes. Different managers prioritise the key decision milestones to a varying degree. Divergent managerial perspectives, power, responsibilities and involvement during a project offer some explanation for this. Finally, the study introduces the use ofHard Gate and Soft Gate decision milestones. The managers may use the former milestones to provide decision support on result measurements and ad hoc critical conditions. In the latter milestones they may make intermediate success evaluation also on the basis of other types of success measures, like process and resource measures.

Fatigue analysis of brackets with and without scallop for bridge and other deck structure using effective notch stress.

Due to functional requirement of a structural detail brackets with and without scallop are frequently used in bridges, decks, ships and offshore structure. Scallops are designed to serve as passage way for fluids, to reduce weld length and plate distortions. Moreover, scallops are used to avoid intersection of two or more welds for the fact that there is the presence of inventible inherent initial crack except for full penetrated weld and the formation of multi-axial stress state at the weld intersection. Welding all around the scallop corner increase the possibility of brittle fracture even for the case the bracket is not loaded by primary load. Avoiding of scallop will establish an initial crack in the corner if bracket is welded by fillet welds. If the two weld run pass had crossed, this would have given a 3D residual stress situation. Therefore the presences and absence of scallop necessitates the 3D FEA fatigue resistance of both types of brackets using effective notch stress approach ( ). FEMAP 10.1 with NX NASTRAN was used for the 3D FEA. The first and main objective of this research was to investigate and compare the fatigue resistance of brackets with and without scallop. The secondary goal was the fatigue design of scallops in case they cannot be avoided for some reason. The fatigue resistance for both types of brackets was determined based on approach using 1 mm fictitiously rounded radius based on IIW recommendation. Identical geometrical, boundary and loading conditions were used for the determination and comparison of fatigue resistance of both types of brackets using linear 3D FEA. Moreover the size effect of bracket length was also studied using 2D SHELL element FEA. In the case of brackets with scallop the flange plate weld toe at the corner of the scallop was found to exhibit the highest and made the flange plate weld toe critical for fatigue failure. Whereas weld root and weld toe at the weld intersections were the highly stressed location for brackets without scallop. Thus weld toe for brackets with scallop, and weld root and weld toe for brackets without scallop were found to be the critical area for fatigue failure. Employing identical parameters on both types of brackets, brackets without scallop had the highest except for full penetrated weld. Furthermore the fatigue resistance of brackets without scallop was highly affected by the lack of weld penetration length and it was found out that decreased as the weld penetration was increased. Despite the fact that the very presence of scallop reduces the stiffness and also same time induce stress concentration, based on the 3D FEA it is worth concluding that using scallop provided better fatigue resistance when both types of brackets were fillet welded. However brackets without scallop had the highest fatigue resistance when full penetration weld was used. This thesis also showed that weld toe for brackets with scallop was the only highly stressed area unlike brackets without scallop in which both weld toe and weld root were the critical locations for fatigue failure when different types of boundary conditions were used. Weld throat thickness, plate thickness, scallop radius, lack of weld penetration length, boundary condition and weld quality affected the fatigue resistance of both types of brackets. And as a result, bracket design procedure, especially welding quality and post weld treatment techniques significantly affect the fatigue resistance of both type of brackets.

Generic Life Cycle Cost Model and Cost-effective Solutions

Life cycle costing (LCC) practices are spreading from military and construction sectors to wider area of industries. Suppliers as well as customers are demanding comprehensive cost knowledge that includes all relevant cost elements through the life cycle of products. The problem of total cost visibility is being acknowledged and the performance of suppliers is evaluated not just by low acquisition costs of their products, but by total value provided through the life time of their offerings. The main purpose of this thesis is to provide better understanding of product cost structure to the case company. Moreover, comprehensive theoretical body serves as a guideline or methodology for further LCC process. Research includes the constructive analysis of LCC related concepts and features as well as overview of life cycle support services in manufacturing industry. The case study aims to review the existing LCC practices within the case company and provide suggestions for improvements. It includes identification of most relevant life cycle cost elements, development of cost breakdown structure and generic cost model for data collection. Moreover, certain cost-effective suggestions are provided as well. This research should support decision making processes, assessment of economic viability of products, financial planning, sales and other processes within the case company.

Fatigue study of the fillet weld waving on weld toe and the penetration in the weld root based on the effective notch stress approach

The fatigue failure of structures under fluctuating loads in fillet weld joints raises a demand to determine the parameters related to this type of loading. In this study, the stress distribution in the susceptible area of weld toe and weld root in fillet welded models analyzed by finite element method applying FEMAP software. To avoid the geometrical singularity on the path of analytical stress analysis in the toe and root area of a weld model the effective notch stress approach applied by which a proper fictitious rounding that mostly depend on the material of structure is applied. The models with different weld toe waving width and radius are analyzed while the flank angle of weld varied in 45 and 30 degrees. The processed results shows that the waving compare to the straight weld toe makes differences in the value of stress and consequently the stress concentration factor between the tip and depth of the waves in the weld toe which helps to protect the crack of propagation and gives enough time and tools to be informed of the crack initiation in the structure during the periodical observation of structure. In the weld root study the analyses among the models with the welding penetration percentage from non-penetration to the full-penetration shows a slightly increase in the root area stress value which comparing with the stiffening effect of penetration conclude that the half-penetration can make an optimization between the stress increase and stiffening effect of deep penetration.