Avaliar a qualidade de colchões de espuma flexível de poliuretano que condiz com o bem de consumo destinado ao repouso humano, constituído, parcial ou integralmente, por lâminas flexíveis de poliuretano, devidamente revestido. Existem normas para confecção, densidade, deformação permanente à compressão, teor de cinzas, dentre outras, para que os fabricantes e importadores de colchões mantenham a mesma qualidade dos produtos oferecidos ao consumidor. Estas normas são regidas pela ABNT – Associação Brasileira de Normas Técnicas, onde esta faz referências a todos os itens normalizados que o colchão precisa ter para poder ser comercializado dentro do território nacional. Desta forma vem se tornando cada vez mais importante o conhecimento da incerteza de medição em todas as áreas de ensaios experimentais. Este trabalho visa estudar a incerteza de medição no levantamento do comportamento em indentação pós fadiga da espuma para colchões e colchonetes de espuma flexível de poliuretano. Embora existam diversas normas e códigos sobre a análise estatística dos resultados obtidos em fadiga, eles avaliam apenas a dispersão no número de ciclos para a falha, não considerando fatores como as fontes de incerteza das tensões aplicadas, da máquina de ensaios utilizada, entre outros. A metodologia de ensaio está baseada nas normas NBR 9176 [ABNT, 2003g], NBR 9177 [ABNT, 2003h] e NBR 13579-1 [ABNT, 2011], onde estas relatam o passo a passo dos ensaios realizados, inclusive o número de corpos de prova a serem utilizados. Os resultados de incerteza obtidos nos ensaios foram de até 6% sendo que os mesmos não devem ultrapassar um máximo de 8%, conforme acordos entre laboratórios que realizam tais ensaios, bem como a expectativa de resultados do LCQ – Laboratório de Controle de Qualidade do SENAI. / Assessing the quality of foam mattresses flexible polyurethane matches that is the consumer goods used for human home, consisting, in part or in full by flexible polyurethane blades, properly coated. There are rules for making, density, compressive permanent deformation, ash content, among others, for manufacturers and importers of mattresses maintain the same quality of products offered to consumers. These rules are governed by ABNT - Brazilian Association of Technical Standards, where it makes references to all the standard items that the mattress need to be marketed within the territory. This way is becoming increasingly important to know the uncertainty of measurement in all areas of experimental trials. This work aims to study the uncertainty of measurement in the survey of post-indentation fatigue behavior of foam mattresses and mats of flexible polyurethane foam. Although there are various standards and codes on the statistical analysis of results in fatigue, they only assess the dispersion in the number of cycles to failure, considering factors such as the sources of uncertainty of the applied voltages, the testing machine used, among others. The test methodology is based on the NBR 9176 [ABNT, 2003g], NBR 9177 [ABNT, 2003h] and NBR 13579-1 [ABNT, 2011], where they report a walkthrough of the tests, including the number of specimens to be used. The results of uncertainty obtained was up 6% and that they should not exceed a maximum of 8%, according to agreements between laboratories performing such tests and the expected results of the LCQ - Laboratory Quality Control SENAI.

A incerteza de medição ainda é tema de estudo e desenvolvimento, mesmo quase vinte anos após o lançamento do ISO GUM, que definiu um padrão internacional para o cálculo de incerteza. Mesmo assim, poucos estudos tratam da interface entre a incerteza de medição e outros aspectos da qualidade industrial, em especial ferramentas de controle de processo como cartas de controle. Assim, o objetivo deste trabalho é estudar os efeitos da incerteza em cartas de controle e identificar sob quais situações de aplicação ela exerce maior influência. Foi feito um mapeamento dos artigos publicados entre 2004 e 2010 sobre incerteza de medição, para identificar quais as metodologias de cálculo e abordagem são mais utilizadas. Na sequência, foi desenvolvido um método incluir nas cartas de controle a incerteza do sistema de medição, modificando as probabilidades de erros tipo I e tipo II. Finalmente, foi elaborada uma simulação computacional utilizando o método desenvolvido, para que fosse possível analisar quais as situações nas quais a incerteza de medição deve ser obrigatoriamente considerada e quais ela pode ser negligenciada. / The measurement uncertainty is still subject of study and development, even almost twenty years after the release of the ISO GUM, which set an international standard for the its calculation. Still, few studies have addressed the interface between the measurement uncertainty and other aspects of industrial quality, in particular process control tools like control charts. The objective of this work is to study the effects of measurement uncertainty on control charts and to identify the situations in which its application exerts greater influence. A research was made, mapping of the articles published between 2004 and 2010 regarding measurement uncertainty, aiming to identify which calculation methods and approaches are most widely used. After, a method was developed to include uncertainty of the measurement system in control charts, modifying the probabilities of type I and type II errors. Finally, it was created a computer simulation using the method developed, to make it possible to analyze those situations in which the measurement uncertainty must be considered and which it can be neglected.

O valor de uma grandeza é determinado por um conjunto de operações que caracterizam a medição. O resultado obtido por estas operações é o valor da grandeza, que nunca é o verdadeiro, porque toda medição possui erros de natureza sistemática ou aleatória, que acrescenta uma incerteza ao resultado. Assim, todo resultado de uma medição deve incluir informações sobre a sua incerteza, isto é, sobre o intervalo dentro do qual se estima que esteja o valor verdadeiro. Um consenso internacional sobre o assunto levou à elaboração da ISO-GUM (Guia para a Expressão da Incerteza de Medição), que fornece regras para a obtenção da expressão da incerteza da medição de grandezas físicas. No entanto, quando se trata da incerteza de medição por coordenadas, isto é, a incerteza na localização de um ponto no espaço, determinado através da indicação de uma máquina de medir a três coordenadas (MM3C), o problema é bem mais complexo. Assim, o objetivo deste trabalho é descrever uma metodologia para calcular a incerteza da medição por coordena das. Este cálculo envolve a calibração direta da máquina para a avaliação dos 21 possíveis erros geométricos, a análise destes erros para a determinação das equações que permitem calcular as incertezas de cada erro individualmente, e a análise geométrica da estrutura da máquina para determinar as equações de sintetização Ex, Ey e Ez, nas direções de seus eixos. Para definição da metodologia as equações que descrevem a variância combinada dos erros avaliados na calibração, foram substituídas nas equações que definem a variância do erro volumétrico das componentes Ex, Ey e Ez, dando origem às equações gerais que permitem determinar a incerteza do resultado da medição em uma MM3C. / The value of a magnitude is determined through a group of operations that characterize it. The result obtained by these operations is the value of the magnitude, and this value is never the true one because all measurements undergo errors of systematic or random nature, which increase an uncertainty to its result. Thus, all measurement result should include information about its uncertainty, that is, about the interval of values inside of which is considered that the true value is. An international accord, on that subject, allowed the elaboration of the ISO-GUM (Guide for the Expression of the Uncertainty of Measurement), that supplies rules for obtaining the expression of the measurement uncertainty for calibrations, linear dimensional measurements, among others. However, when the task is to estirnate the uncertainty of coordinate measurements, that is, the uncertainty of a point in the space, determined through the indication of a coordinate measuring machine (CMM), the problem is much more complex. Thus, the objective of this work is the description of a methodology to calculate the uncertainty measurements indication of a three coordinate measuring machine. This involves the direct calibration of the machine for the evaluation of the 21 possible geometric errors, the error analysis for defining the equations that allow to estimate the uncertainties of each error individually and the geometric analysis of the machine structure for determining the error synthetization equations Ex, Ey and Ez. The equations that describe the uncertainty of the geometric error measurements were substituted in the uncertainty equations of Ex, Ey and Ez, creating the general equations that allow to determine the uncertainty of the result of a measurement with a CMM.

Para muitos componentes e estruturas de engenharia a determinação precisa do estado de tensões residuais presente é de fundamental importância para a avaliação de sua integridade estrutural. O método do furo cego (MFC) é um dos métodos mais difundidos para a medição de tensões residuais, no entanto, por se tratar de um ensaio relativamente complexo, a determinação da sua incerteza de medição apresenta uma série de dificuldades, as quais se refletem na inexistência de estudos na literatura que abordem esse assunto de forma completa. Este trabalho tem como objetivo a determinação da incerteza de medição do MFC englobando todas as fontes de incerteza em potencial do método. Para tanto, foi elaborado um procedimento envolvendo a determinação e caracterização das fontes de incerteza tanto na parte experimental como no tratamento matemático dos dados. A partir da caracterização das fontes de incerteza detectou-se como fator principal na determinação da incerteza o erro do operador, que foi possível através do desvio de repetitividade. A fonte de incerteza devido ao erro do operador foi a de determinação mais complexa e envolveu o projeto e a construção de uma máquina especialmente desenvolvida para a aplicação de um estado de tensões homogêneo e que permitisse medir com precisão as tensões residuais com o método do furo cego. Técnicas de medição de tensões residuais por difração de raios-X e monitoramento de tensão com extensometria de resistência elétrica foram utilizadas para a verificação da homogeneidade das tensões nas amostras. A metodologia se mostrou adequada, conduzindo a resultados que permitiram determinar com sucesso a incerteza de medição através de planilhas eletrônicas. / The characterization of the residual stress state of engineering components and structures is of fundamental importance for assessments of their structural integrity. The hole drilling method is one of the most commonly used methods; however, due to its relative complexity, quantifying its measurement uncertainties is not straightforward. It is a semi-destructive method, which means that multiple measurements cannot be repeated in a same location, and stress distributions mean that it is difficult to guarantee that a number of points in the same state will be available in a given volume. This study suggests a global uncertainty measurement which includes a study of repeatability related to the operator. This is thought to be novel in the existing literature. For this, a standard sample and a machine which guarantees a homogeneous stress distribution in the sample were developed. To ensure the homogeneity of the stresses, x-ray diffraction measurements were performed. The results obtained show good repeatability for different operators and good results for the uncertainty of measurements for the method.

Studiens syfte var att genom UAS-fotogrammetri se om det var möjligt att uppnå en mätosäkerhet på 2–3 cm samt se om det är möjligt att använda sprayfärgade kryss som markstöd istället för masonitplattor med målade timglas och ändå uppnå samma mätosäkerhet. Detta gjordes från två olika flyghöjder, 80 m och 110 m för att få en till dimension på studien. Markstöden mättes in med GNSS och i studien användes UAS DJI Phantom 4 v2.0 vid flygfotograferingen. I plan kontrollerades kartan genom detaljmätning med hjälp av multistation etablerad med 180-sekunders metoden. Kontroll av kartan i höjd gjordes genom inmätning av kontrollprofiler med GNSS och multistation. Totalt bearbetades data från 4 inmätningar, data från 80 m där markstöd bestått av masonitplattor respektive sprayfärgade kryss och det samma från 110 m. Databearbetningen utfördes i Agisoft PhotoScan där bilderna bearbetades till en ortofotomosaik, DEM och DSM. Ortofotomosaiken och DEM importerades sedan till ArcMap för skapande av baskarta och för kontroll av koordinaterna i plan. Markmodellen importerades till SBG Geo för vidare bearbetning och kontroll av avvikelse mellan kontrollprofilerna och DEM.  Resultatet av 42 st detaljmätningar gjordes genom beräkning av RMS-värdet mellan inmätta koordinater och motsvarande punkt i kartan. Vid flygfotografering från 80 m visade timglas ett RMS-värde på 0,038 m och kryss ett RMS-värde på 0,039 m. Motsvarande från 110 m visar att timglas gav ett RMS-värde på 0,062 m och kryss på 0,048 m. Alla inmätningar utom timglas från 110 m klarar toleransen mot HMK – Geodatakvalitet som är 5 cm och när enbart marknära objekt mättes gav det ett RMS-värde i plan på 0,026 m för timglas från 80 m och 0,023 m för kryss. 2–3 cm mätosäkerhet uppnåddes därmed. Från 110 m blev värdet 0,054 m med timglas och 0,035 m med kryss.  Kontroll av höjdosäkerhet gjordes enligt SIS-TS 21144:2016, där 12 kontrollprofiler mättes in och jämfördes mot DEM. Resultatet från 80 m med timglas som markstöd visade en total medelavvikelse på 0,006 m med 0,019 m i standardosäkerhet. Från samma flyghöjd, men med inmätningar av kryss visade ett resultat om -0,001 m med standardosäkerhet 0,030 m. Från den högre flyghöjden med timglas genererades en total medelavvikelse på 0,010 m med standardosäkerhet 0,033 m. Motsvarande genererade kryss en total medelavvikelse på 0,026 m med standardosäkerhet 0,040. Alla 4 markmodellerna klarar den efterfrågade mätosäkerheten om 2–3 cm. / The aim of this study was to collect data through UAS photogrammetry and investigate if it was possible to achieve an uncertainty of 2-3 cm. The second aim was to investigate if it was possible to use spray-colored crosses as control points (GCP) instead of hourglass-painted fibreboards to achieve the same uncertainty. This was done from two different flight heights, 80 m and 110 m to add another dimension to the investigation. The GCPs were measured with GNSS and in the study a UAS DJI Phantom 4 v2.0 was used for aerial photography. The plane coordinates was checked by measuring details using multistation established with the 180-second method. Height control was done by measuring profiles with GNSS and multistation. All together data from 4 measurements were processed; from 80 m where GCPs consisted of hourglass and crosses, respectively, and the same from 110 m. The processing was performed in Agisoft PhotoScan where the images were aligned to an orthophoto mosaic. A DEM and DSM were also created. The orthophoto mosaic and DEM were used in ArcMap for digitizing a base map and for checking the plane coordinates. The DEM was imported to SBG Geo for further processing and control of deviation between profiles and DEM.  The result of the 42 measured details was made by calculating the RMSE value between the measured plane coordinates and the corresponding points in the map. In aerial photography from 80 m, hourglass showed an RMSE value of 0.038 m and crosses an RMSE value of 0.039 m. Corresponding from 110 m, hourglass gave an RMSE value of 0.062 m and a cross of 0.048 m. All measurements except hourglass from 110 m can withstand the tolerance to HMK – Geodatakvalitet (2017) which is 5 cm. If only ground-level objects were to be measured the RMSE value of 0.026 m for hourglass from 80 m and 0.023 m for crosses reached the wanted measurement uncertainties of 2–3 cm. From 110 m the value was 0.054 m with hourglass and 0.035 m with cross.  The control of the height uncertainty was made in accordance with SIS-TS 21144:2016, where 12 profiles were measured and compared with the DEM. The result from 80 m with hourglass showed a total mean deviation (MD) of 0.006 m with 0.019 m in standard deviation (SD). From the same flight height, but with crosses, a result of -0.001 m with SD showed 0.030 m. From the higher height with hourglass, a total MD of 0.010 m with SD 0.033 m was generated. The corresponding crosses got a MD of 0,026 m and a SD of 0,040 m. All 4 DEM can handle the required measurement uncertainty of 2-3 cm.

This thesis focuses on comparison of the commonly used method of tactile measurement with 3D scanning methods for their introduction into engineering production. The first part summarizes the current state with the description of measurement technologies with emphasis on 3D technologies and their versatile use. The second part presents a practical comparison of three types of measuring devices on a selected component of a bicycle. After numerical and graphical evaluation of the measurement results, these values are further statistically processed and the measurement uncertainties are calculated. The final part of the work evaluates the whole process and presents practical suggestions, options and recommendations.

This thesis deals with the performance of the measurement accuracy in the optical measuring systems. The first part describes basic principles of metrology and the guidelines of the expression of uncertainty and the factors which influence measurement result. The second part classifies optical measuring systems and describes some measuring principles of them. The final part compares two optical gauges and the evaluation of some of their characteristics through the use of very simple experiments.

This thesis solves procedures of the management of the calibration laboratory to prove agreement of calibration results in specified types of gauges. These are gauge blocks (Johansson gauge), vernier height gauge, deformation manometer pressure and torque spanner. Furthermore designs documentation in accord with metrological confirmation. These are mainly calibration procedures of these gauges and procedures of definition measurement uncertainly and interpretation of results. Completed procedures of calibration are processed as attachment to this thesis with graphic design like as in experimental technician institute of ground forces.

Spatial coordinate measurement systems play an important role in manufacturing and certification processes. There are many types of coordinate measurement systems including electronic theodolite networks, total station systems, video photogrammetry systems, laser tracking systems, laser scanning systems, and coordinate measuring machines. Each of these systems produces coordinate measurements containing some degree of uncertainty. Often, the results from several different types of measurement systems must be combined in order to provide useful measurement results. When these measurements are combined, the resulting coordinate data set contains uncertainties that are a function of the base data sets and complex interactions between the measurement sets. ISO standards, ANSI standards, and others, require that estimates of uncertainty accompany all measurement data. This research presents methods for quantifying the uncertainty fields associated with coupled spatial measurement systems. The significant new developments and refinements presented in this dissertation are summarized as follows: 1) A geometrical representation of coordinate uncertainty fields. 2) An experimental method for characterizing instrument component uncertainty. 3) Coordinate uncertainty field computation for individual measurements systems. 4) Measurement system combination methods based on the relative uncertainty of each measurement's individual components. 5) Combined uncertainty field computation resulting from to the interdependence of the measurements for coupled measurement systems. 6) Uncertainty statements for measurement analyses such as best-fit geometrical shapes and hidden-point measurement. 7) The implementation of these methods into commercial measurement software. 8) Case studies demonstrating the practical applications of this research. The specific focus of this research is portable measurement systems. It is with these systems that uncertainty field combination issues are most prevalent. The results of this research are, however, general and therefore applicable to any instrument capable of measuring spatial coordinates. / Ph. D.

The oil and gas industry need for high performing and low cost multiphase meters is ever more justified given the rapid depletion of conventional oil reserves. This has led oil companies to develop smaller/marginal fields and reservoirs in remote locations and deep offshore, thereby placing great demands for compact and more cost effective soluti8ons of on-line continuous multiphase flow measurement. The pattern recognition approach for clamp-on multiphase measurement employed in this research study provides one means for meeting this need. Cont/d.