Raskaita teräsrakenteita valmistavan tilauskonepajan tuotannon kehittäminen

Diplomityössä tarkastellaan raskaita teräsrakenteita valmistavan tilauskonepajan tuotannon kehittämiskohteita. Tuotannon kehittämisellä halutaan nopeuttaa tuotannon läpimenoaikoja, vähentää laatukustannuksia ja parantaa yrityksen tiedonkulkua. Näillä toimenpiteillä pyritään vaikuttamaan yrityksen kilpailukykyyn, jolloin se voi nousta suomalaisessa toimittajaverkostossa korkeammalle portaalle. Työn teoriaosassa paneudutaan tuottavuus- ja laatuajatteluun hitsaavassa konepajassa. Samalla esitellään eräitä konepajoissa tyypillisimmin käytettyjä laatustandardeja, joita ovat: SFS-EN ISO 9001, SFS-EN ISO 3834 ja SFS-EN 1090. Lisäksi teoriaosiossa on kerrottu erilaisista tuotannonohjausjärjestelmistä ja layout-teorioista. Tämän diplomityön kohdeyritys on Karjalan Konepaja Oy. Yrityksen nykytilanteen kartoittamiseksi suoritettiin useita haastatteluita sekä laadittiin koko organisaatiota koskeva kysely. Tilauskonepajan haasteena ovat alati muuttuvat tilaukset. Tilauskonepajan tuotannon kehittäminen tulee aloittaa sopivien tuotannontehokkuutta mittaavien mittareiden määrittämisellä. Usein kapasiteetti ja tuottavuus kuvastavat parhaiten työvaiheiden tehokkuutta. Mittareiden tarkoitus on auttaa konepajaa löytämään ne tuotannon pullonkaulat, joista yrityksen kehittäminen tulisi aloittaa. Lean-filosofian avulla tulee kehittää tuotannosta hitaimmin suoriutuvia työvaiheita. Tarkoituksena on poistaa valmistusketjusta sellaiset työvaiheet, jotka eivät anna tuotteelle lisäarvoa. Lisäksi työpisteiden layout kannattaa kyseenalaistaa aika ajoin, sillä jo pienilläkin muutoksilla voidaan saada parannuksia työpisteiden tuottavuuteen ja kapasiteettiin.

Prosessilaitteen teräsrakenteen optimointi

Diplomityön tarkoituksena oli optimoida puukentän nosturin teräsrakenteiden kustannuksia ja selvittää halvemman valmistusmaan vaikutus nosturin kokonaiskustannukseen. Tavoitteena oli saada 15 % kokonaiskustannussäästö. Työn alussa perehdytään optimoitavan nosturin rakenteeseen ja mahdollisiin rakenteen optimoitaviin osiin. Teräsrakenteen optimointi alkoi kustannusrakenteen tarkalla selvittämisellä. Näin saatiin kuva nosturin kokonaiskustannuksesta ja mahdollisista säästökohteista. Uusien ideoiden kehittämisessä käytettiin hyväksi osatoimintojen pisteytystä ja ideamatriisia. Ideamatriisin lopputuloksena uudet rakenteet tarkastettiin nosturin kuormituksien suhteen ja valittiin kustannusten kannalta paras ratkaisu. Teräsrakenteeseen tehtiin muutoksia myös merirahdin konttien asettamien rajaehtojen mukaan. Kiinassa valmistettavalle teräsrakenteelle tehtiin rahtisuunnitelma, jossa selvitettiin optimaalinen rahtimuoto ja tarvittavien konttien lukumäärä. Tarjouskilpailun avulla saatiin halvin kuljetushinta valmistavalta tehtaalta työmaalle. Lopuksi nosturin optimoidun teräsrakenteen kustannuksia verrattiin työn alussa selvitettyyn kustannusrakenteeseen. Työn lopputuloksena päästiin 12 % potentiaaliseen kustannussäästöön, joka jäi kolme prosenttiyksikköä kustannussäästötavoitteesta.

S960 QC teräksisen I-palkin äärikestävyyden määrittäminen

Tämän työn tavoitteena oli selvittää eurooppalaisen teräsrakenteiden suunniteltustandardin, Eurokoodi 3:n, soveltuvuus ultralujille teräksille. Tällä hetkellä kyseinen standardi pitää sisällään teräslajit vain S700-teräslajiin asti. Tässä kandidaatintyössä selvitettiin S960 QC –teräksisen I-palkin äärikestävyys ja tarkasteltiin nykyisten suunnitteluohjeiden paikkansapitävyyttä.

Efeito da temperatura e tempo de austenitização nas transformações de fase da liga 13Cr2Ni0,1C

New classes of martensitic stainless steels, with low carbon levels, have been developed aiming to meet the needs of the petroleum industry segment. However, their use has been restricted due to the fact it is a recent development and many of its properties are still under investigation. This work determines the values of initial and final temperatures for the austenitic transformation and the initial and final temperatures of martensitic formation for alloy 13Cr2Ni0,1C, by means of dilatometric tests under continuous cooling. Based on these results the optimized conditions for quench and temper heat treatments were obtained. The microstructural characterization of the alloys under coarse fusion condition was carried out by optical microscopy and the presence of delta-ferrite in the martensitic matrix was observed.

Projeto e desenvolvimento de robô cartesiano de baixo custo para manipulação de produtos em linhas de média cadência

Pós-graduação em Engenharia Elétrica - FEB

The influence of infill walls on seismic behavior of a historical building in Shanghai

Seismic assessment and seismic strengthening are the key issues need to be figured out during the process of protection and reusing of historical buildings. In this thesis the seismic behaviors of the hinged steel structure, a typical structure of historical buildings, i.e. hinged steel frames in Shanghai, China, were studied based on experimental investigations and theoretic analysis. How the non-structural members worked with the steel frames was analyzed thoroughly. Firstly, two 1/4 scale hinged steel frames were constructed based on the structural system of Bund 18, a historical building in Shanghai: M1 model without infill walls, M2 model with infill walls, and tested under the horizontal cyclic loads to investigate their seismic behavior. The Shaking Table Test and its results indicated that the seismic behavior of the hinged steel frames could be improved significantly with the help of non-structural members, i.e., surrounding elements outside the hinged steel frames and infilled walls. To specify, the columns are covered with bricks, they consist of I shape formed steel sections and steel plates, which are clenched together. The steel beams are connected to the steel column by steel angle, thus the structure should be considered as a hinged frame. And the infilled wall acted as a compression diagonal strut to withstand the horizontal load, therefore, the seismic capacity and stiffness of the hinged steel frames with infilled walls could be estimated by using the equivalent compression diagonal strut model. A SAP model has been constructed with the objective to perform a dynamic nonlinear analysis. The obtained results were compared with the results obtained from Shaking Table Test. The Test Results have validated that the influence of infill walls on seismic behavior can be estimated by using the equivalent diagonal strut model.

Respuesta sísmica de un edificio de estructuras metálica con aisladores : alternativas de diseño

El presente trabajo es un estudio teórico – experimental para la implementación de un edificio metálico de cuatro plantas con dispositivos disipadores de energía. Este estudio presenta una técnica para la generación de un registro sísmico artificial, que sea compatible con los espectros de diseño de las normas chilena y española. Este acelerograma se crea con una herramienta computacional denominada SIMQKE. La simulación de la estructura sometida al terremoto artificial se realizará en el programa de elementos finitos SAP200. El trabajo se encuentra dividido en cuatro capítulos, cuyos contenidos son los siguientes. En el capitulo uno, o estado del arte, se revisan las diferentes técnicas de aislamiento sísmico, se describe el dispositivo a utilizar, sus bases teóricas y formulación matemática, se revisan las normas NCh.2745 Of.2003 [12], NCSE-02 [18] y se presenta la técnica para la generación de un registro sintético compatible. El capítulo dos aborda el análisis experimental para un edificio real: una edificación de estructura metálica implementada con disipadores de energía metálicos y que será sometida a tres terremotos de diferente magnitud. El capítulo tres expone los resultados de los desplazamientos medidos para la estructura sin disipadores y con ellos, se presentan los porcentajes de disminución de desplazamientos relativos por planta y por tipo de estructura. Por último, el capítulo cuatro presenta las principales conclusiones y una breve discusión de los resultados. The present work is a theoretical and experimental study for the implementation of a fourstorey building with energy dissipating devices. This study presents a technique for generation an artificial seismic record, which is compatible with the design spectra Chilean and Spanish standards. This accelerogram is created with a computational tool called SIMQKE. The simulation of the structure subjected to artificial earthquake will take place in the finite element program SAP2000. This work is divided into four chapters whose contents are as follows. In chapter one, or state of the art, reviews the different seismic isolation techniques, describes the device used, theoretical and mathematical formulation, NCh2745 Of.2003 [12] and NCSE-02 [18] standards are checked, and presents the technique for generating a synthetic record compatible. Chapter two explains the experimental analysis to a real building: a building of steel structure implemented with metallic energy dissipators and will be submitted to three different earthquakes of magnitude. Chapter three presents the results of measured displacements for the structure without dissipators and with them, the percentages of decline relative displacements per plant and type of structure. Finally, chapter four presents the main conclusions and a brief discussion of the results.

Inestabilidad de pórticos planos metálicos de edificación con inclusión de la flexibilidad de las uniones y elementos no prismáticos : un enfoque para la optimización

En esta tesis se aborda el problema de la modelización, análisis y optimización de pórticos metálicos planos de edificación frente a los estados límites último y de servicio. El objetivo general es presentar una técnica secuencial ordenada de optimización discreta para obtener el coste mínimo de pórticos metálicos planos de edificación, teniendo en cuenta las especificaciones del EC-3, incorporando las uniones semirrígidas y elementos no prismáticos en el proceso de diseño. Asimismo se persigue valorar su grado de influencia sobre el diseño final. El horizonte es extraer conclusiones prácticas que puedan ser de utilidad y aplicación simple para el proyecto de estructuras metálicas. La cantidad de publicaciones técnicas y científicas sobre la respuesta estructural de entramados metálicos es inmensa; por ello se ha hecho un esfuerzo intenso en recopilar el estado actual del conocimiento, sobre las líneas y necesidades actuales de investigación. Se ha recabado información sobre los métodos modernos de cálculo y diseño, sobre los factores que influyen sobre la respuesta estructural, sobre técnicas de modelización y de optimización, al amparo de las indicaciones que algunas normativas actuales ofrecen sobre el tema. En esta tesis se ha desarrollado un procedimiento de modelización apoyado en el método de los elementos finitos implementado en el entorno MatLab; se han incluido aspectos claves tales como el comportamiento de segundo orden, la comprobación ante inestabilidad y la búsqueda del óptimo del coste de la estructura frente a estados límites, teniendo en cuenta las especificaciones del EC-3. También se ha modelizado la flexibilidad de las uniones y se ha analizado su influencia en la respuesta de la estructura y en el peso y coste final de la misma. Se han ejecutado algunos ejemplos de aplicación y se ha contrastado la validez del modelo con resultados de algunas estructuras ya analizadas en referencias técnicas conocidas. Se han extraído conclusiones sobre el proceso de modelización y de análisis, sobre la repercusión de la flexibilidad de las uniones en la respuesta de la estructura. El propósito es extraer conclusiones útiles para la etapa de proyecto. Una de las principales aportaciones del trabajo en su enfoque de optimización es la incorporación de una formulación de elementos no prismáticos con uniones semirrígidas en sus extremos. Se ha deducido una matriz de rigidez elástica para dichos elementos. Se ha comprobado su validez para abordar el análisis no lineal; para ello se han comparado los resultados con otros obtenidos tras aplicar otra matriz deducida analíticamente existente en la literatura y también mediante el software comercial SAP2000. Otra de las aportaciones de esta tesis es el desarrollo de un método de optimización del coste de pórticos metálicos planos de edificación en el que se tienen en cuenta aspectos tales como las imperfecciones, la posibilidad de incorporar elementos no prismáticos y la caracterización de las uniones semirrígidas, valorando la influencia de su flexibilidad sobre la respuesta de la estructura. Así, se han realizado estudios paramétricos para valorar la sensibilidad y estabilidad de las soluciones obtenidas, así como rangos de validez de las conclusiones obtenidas. This thesis deals with the problems of modelling, analysis and optimization of plane steel frames with regard to ultimate and serviceability limit states. The objective of this work is to present an organized sequential technique of discrete optimization for achieving the minimum cost of plane steel frames, taking into consideration the EC-3 specifications as well as including effects of the semi-rigid joints and non-prismatic elements in the design process. Likewise, an estimate of their influence on the final design is an aim of this work. The final objective is to draw practical conclusions which can be handful and easily applicable for a steel-structure project. An enormous amount of technical and scientific publications regarding steel frames is currently available, thus making the achievement of a comprehensive and updated knowledge a considerably hard task. In this work, a large variety of information has been gathered and classified, especially that related to current research lines and needs. Thus, the literature collected encompasses references related to state-of-the-art design methods, factors influencing the structural response, modelling and optimization techniques, as well as calculation and updated guidelines of some steel Design Codes about the subject. In this work a modelling procedure based on the finite element implemented within the MatLab programming environment has been performed. Several keys aspects have been included, such as second order behaviour, the safety assessment against structural instability and the search for an optimal cost considering the limit states according to EC-3 specifications. The flexibility of joints has been taken into account in the procedure hereby presented; its effects on the structural response, on the optimum weight and on the final cost have also been analysed. In order to confirm the validity and adequacy of this procedure, some application examples have been carried out. The results obtained were compared with those available from other authors. Several conclusions about the procedure that comprises modelling, analysis and design stages, as well as the effect of the flexibility of connections on the structural response have been drawn. The purpose is to point out some guidelines for the early stages of a project. One of the contributions of this thesis is an attempt for optimizing plane steel frames in which both non-prismatic beam-column-type elements and semi-rigid connections have been considered. Thus, an elastic stiffness matrix has been derived. Its validity has been tested through comparing its accuracy with other analytically-obtained matrices available in the literature, and with results obtained by the commercial software SAP2000. Another achievement of this work is the development of a method for cost optimization of plane steel building frames in which some relevant aspects have been taken in consideration. These encompass geometric imperfections, non-prismatic beam elements and the numerical characterization of semi-rigid connections, evaluating the effect of its flexibility on the structural response. Hence, some parametric analyses have been performed in order to assess the sensitivity, the stability of the outcomes and their range of applicability as well.

Design and integration of lower ports for ITER diagnostic systems

All around the ITER vacuum vessel, forty-four ports will provide access to the vacuum vessel for remotehandling operations, diagnostic systems, heating, and vacuum systems: 18 upper ports, 17 equatorialports, and 9 lower ports. Among the lower ports, three of them will be used for the remote handlinginstallation of the ITER divertor. Once the divertor is in place, these ports will host various diagnosticsystems mounted in the so-called diagnostic racks. The diagnostic racks must allow the support andcooling of the diagnostics, extraction of the required diagnostic signals, and providing access and main-tainability while minimizing the leakage of radiation toward the back of the port where the humans areallowed to enter. A fully integrated inner rack, carrying the near plasma diagnostic components, will bean stainless steel structure, 4.2 m long, with a maximum weight of 10 t. This structure brings water forcooling and baking at maximum temperature of 240?C and provides connection with gas, vacuum andelectric services. Additional racks (placed away from plasma and not requiring cooling) may be requiredfor the support of some particular diagnostic components. The diagnostics racks and its associated exvessel structures, which are in its conceptual design phase, are being designed to survive the lifetimeof ITER of 20 years. This paper presents the current state of development including interfaces, diagnos-tic integration, operation and maintenance, shielding requirements, remote handling, loads cases anddiscussion of the main challenges coming from the severe environment and engineering requirements.

Produtividade na montagem de estruturas de aço para edifícios.

A busca por melhorias de produtividade na indústria da construção civil é fundamental para garantia do crescimento sustentável do setor. Nesse sentido, o uso de estruturas de aço na construção de edifícios aparece como uma alternativa interessante às tradicionais estruturas em concreto armado. Essa dissertação tem por objetivo o estudo da produtividade da mão de obra e de equipamentos de içamento na montagem de estruturas de aço para edifícios de múltiplos pavimentos, buscando comprovar a hipótese de que essa produtividade varia em conjunto com alguns fatores que podem ser identificados e que essa variação pode ser quantificada. A pesquisa foi realizada segundo metodologia de Estudo de Caso, sendo que cinco obras compuseram o estudo. Como resultados, observa-se que produtividade potencial da mão de obra variou entre 3,33 e 8,23 Hh/peça ou 11,8 e 33,8 Hh/t e que a produtividade potencial dos equipamentos variou entre 0,38 e 0,53 Eqh/peça ou 1,84 e 2,29 Eqh/t, além de terem se encontrado correlações significativas entre os fatores tonelada/peça, disponibilidade do equipamento de içamento e quantidade relativa de pilares e os indicadores de produtividade.

Green Animal Shelter Design for the Stokes County Humane Society of North Carolina

The Stokes County Humane Society has the opportunity to implement sustainable design concepts and demonstrate long-term fiscal savings in the design of an animal shelter for Stokes County, North Carolina. The proposed renovated structure takes advantage of passive design strategies that convert a cold, steel structure into one with warmth, light, and functionality. Proposed design techniques include an interior courtyard, geothermal heating and cooling, solar panels, a green roof, rainwater harvesting, sustainable landscaping, and clever materials selection. A cost analysis identifies capital costs and long term operational costs for both traditional and sustainable construction techniques. The results are capital costs of a sustainable design that are comparable to a traditional build, with long-term operational cost savings and generated revenue.

Fire analysis of car park building structures

The thermal loading of an open car park building structure is going to be analysed, based on different fire scenarios that depend on the type of vehicle (different heat release rate). The compartment is going to be fixed and the thermal effect on beams is going to be analysed, depending on the vehicle position. The result of simple calculation method will be used to determine several temperature-time curves. The simple calculation method (Hasemi method) is also to be compared with the calculations of the Elefir-EN calculation program to analyse the thermal effect of the localized fire on beams.

Fatigue Design Challenges of Transition Pieces from Decommissioned Platforms for Offshore Wind Energy

All structures are subjected to various loading conditions and combinations. For offshore structures, these loads include permanent loads, hydrostatic pressure, wave, current, and wind loads. Typically, sea environments in different geographical regions are characterized by the 100-year wave height, surface currents, and velocity speeds. The main problems associated with the commonly used, deterministic method is the fact that not all waves have the same period, and that the actual stochastic nature of the marine environment is not taken into account. Offshore steel structure fatigue design is done using the DNVGL-RP-0005:2016 standard which takes precedence over the DNV-RP-C203 standard (2012). Fatigue analysis is necessary for oil and gas producing offshore steel structures which were first constructed in the Gulf of Mexico North Sea (the 1930s) and later in the North Sea (1960s). Fatigue strength is commonly described by S-N curves which have been obtained by laboratory experiments. The rapid development of the Offshore wind industry has caused the exploration into deeper ocean areas and the adoption of new support structural concepts such as full lattice tower systems amongst others. The optimal design of offshore wind support structures including foundation, turbine towers, and transition piece components putting into consideration, economy, safety, and even the environment is a critical challenge. In this study, fatigue design challenges of transition pieces from decommissioned platforms for offshore wind energy are proposed to be discussed. The fatigue resistance of the material and structural components under uniaxial and multiaxial loading is introduced with the new fatigue design rules whilst considering the combination of global and local modeling using finite element analysis software programs.

Hardness and structure characterization of Ti(6)Al(4)V films produced by reactive magnetron sputtering on a conventional austenitic stainless steel

Ti(6)Al(4)V thin films were grown by magnetron sputtering on a conventional austenitic stainless steel. Five deposition conditions varying both the deposition chamber pressure and the plasma power were studied. Highly textured thin films were obtained, their crystallite size (C) 2008 Elsevier Ltd. All rights reserved.

Structure and properties of an austenitic stainless steel AISI 316L grade ASTM F138 after low temperature plasma nitriding

Austenitic stainless steels cannot be conventionally nitrided at temperatures near 550 degrees C due to the intense precipitation of chromium nitrides in the diffusion zone. The precipitation of chro-mium nitrides increases the hardness but severely impairs corrosion resistance. Plasma nitriding allows introducing nitrogen in the steel at temperatures below 450 degrees C, forming pre-dominantly expanded austenite (gamma(N)), with a crystalline structure best represented by a special triclin-ic lattice, with a very high nitrogen atomic concentration promoting high compressive residual stresses at the surface, increasing substrate hardness from 4 GPa up to 14 GPa on the nitrided case.