The aim of the doctoral thesis is the problem of the primary calibration of acoustic emission sensor. In the introductory chapters, there are the results from the study of literature in field of AE and primary calibration of AE sensor summarized. The practical part of the thesis is aimed on realization of the primary calibration of AE sensors by different methods. The standardized methods of step function calibration and reciprocity calibration were practically realized as a part of the research on the same aparature. The method of reciprocity calibration with wideband excitation was practically realized too. The comparison between results from each used method was realized and the influences of the different sources of uncertainty and the different configuration of the calibration aparature on the step function calibration and the reciprocity calibration were determined. The uncertainties were determined for each realized methods. The recommendations for the calibration by the different methods on the available calibration aparature were presented. All the proceses of the reciprocity primary calibration was automated by the programmed software and the channel switcher. The UT 1000 (s.n. 169) by Physical Acoustic Corporation was used as the calibrated sensor for the comparison of the results of the calibrations.

The work presented in this thesis mainly focuses on two subjects related to the application of remote sensing data: (1) for land cover classification combining optical sensor, texture features generated from spectral information and synthetic aperture radar (SAR) features, and (2) to develop a non-destructive approach for above ground biomass (AGB) and forest attributes estimation employing multi-source remote sensing data (i.e. optical data, SAR backscatter) combined with in-situ data. Information provided by reliable land cover map is useful for management of forest resources to support sustainable forest management, whereas the generation of the non-destructive approach to model forest biophysical properties (e.g. AGB and stem volume) is required to assess the forest resources more efficiently and cost-effective, and coupled with remote sensing data the model can be applied over large forest areas. This work considers study sites over tropical rain forest landscape in Indonesia characterized by different successional stages and complex vegetation structure including tropical peatland forests. The thesis begins with a brief introduction and the state of the art explaining recent trends on monitoring and modeling of forest resources using remote sensing data and approach. The research works on the integration of spectral information and texture features for forest cover mapping is presented subsequently, followed by development of a non-destructive approach for AGB and forest parameters predictions and modeling. Ultimately, this work evaluates the potential of mosaic SAR data for AGB modeling and the fusion of optical and SAR data for peatlands discrimination. The results show that the inclusion of geostatistics texture features improved the classification accuracy of optical Landsat ETM data. Moreover, the fusion of SAR and optical data enhanced the peatlands discrimination over tropical peat swamp forest. For forest stand parameters modeling, neural networks method resulted in lower error estimate than standard multi-linear regression technique, and the combination of non-destructive measurement (i.e. stem number) and remote sensing data improved the model accuracy. The up scaling of stem volume and biomass estimates using Kriging method and bi-temporal ETM image also provide favorable estimate results upon comparison with the land cover map. / Die in dieser Dissertation präsentierten Ergebnisse konzentrieren sich hauptsächlich auf zwei Themen mit Bezug zur angewandten Fernerkundung: 1) Der Klassifizierung von Oberflächenbedeckung basierend auf der Verknüpfung von optischen Sensoren, Textureigenschaften erzeugt durch Spektraldaten und Synthetic-Aperture-Radar (SAR) features und 2) die Entwicklung eines nichtdestruktiven Verfahrens zur Bestimmung oberirdischer Biomasse (AGB) und weiterer Waldeigenschaften mittels multi-source Fernerkundungsdaten (optische Daten, SAR Rückstreuung) sowie in-situ Daten. Eine zuverlässige Karte der Landbedeckung dient der Unterstützung von nachhaltigem Waldmanagement, während eine nichtdestruktive Herangehensweise zur Modellierung von biophysikalischen Waldeigenschaften (z.B. AGB und Stammvolumen) für eine effiziente und kostengünstige Beurteilung der Waldressourcen notwendig ist. Durch die Kopplung mit Fernerkundungsdaten kann das Modell auf große Waldflächen übertragen werden. Die vorliegende Arbeit berücksichtigt Untersuchungsgebiete im tropischen Regenwald Indonesiens, welche durch verschiedene Regenerations- und Sukzessionsstadien sowie komplexe Vegetationsstrukturen, inklusive tropischer Torfwälder, gekennzeichnet sind. Am Anfang der Arbeit werden in einer kurzen Einleitung der Stand der Forschung und die neuesten Forschungstrends in der Überwachung und Modellierung von Waldressourcen mithilfe von Fernerkundungsdaten dargestellt. Anschließend werden die Forschungsergebnisse der Kombination von Spektraleigenschaften und Textureigenschaften zur Waldbedeckungskartierung erläutert. Desweiteren folgen Ergebnisse zur Entwicklung eines nichtdestruktiven Ansatzes zur Vorhersage und Modellierung von AGB und Waldeigenschaften, zur Auswertung von Mosaik- SAR Daten für die Modellierung von AGB, sowie zur Fusion optischer mit SAR Daten für die Identifizierung von Torfwäldern. Die Ergebnisse zeigen, dass die Einbeziehung von geostatistischen Textureigenschaften die Genauigkeit der Klassifikation von optischen Landsat ETM Daten gesteigert hat. Desweiteren führte die Fusion von SAR und optischen Daten zu einer Verbesserung der Unterscheidung zwischen Torfwäldern und tropischen Sumpfwäldern. Bei der Modellierung der Waldparameter führte die Neural-Network-Methode zu niedrigeren Fehlerschätzungen als die multiple Regressions. Die Kombination von nichtdestruktiven Messungen (z.B. Stammzahl) und Fernerkundungsdaten führte zu einer Steigerung der Modellgenauigkeit. Die Hochskalierung des Stammvolumens und Schätzungen der Biomasse mithilfe von Kriging und bi-temporalen ETM Daten lieferten positive Schätzergebnisse im Vergleich zur Landbedeckungskarte.

The structural behaviour of pavement structures is known to be affected by the traffic-related loading and by the ambient factors to which the structure is subjected. A new mechanistic-empirical (M-E) pavement design method is under development in Sweden with the main purpose to adequately predict pavement structural response and performance. An M-E design method for a flexible pavement means application of the principles of engineering mechanics to evaluate the response of pavement structure to traffic loading and much improved design methods to carry out distress prediction or how performance changes with time. This would ensure a fundamental understanding of how the pavement structure responds to a certain action or loading conditions.  The mechanistic-empirical approach is more flexible as it is able to adapt to new situations such as new pavement materials and loading situations. It is important to take into account the real loading and climatic conditions and predict the resulting changes in material properties and structural behaviour at the time of loading as well as in the long-term. New models are therefore required for the further development of pavement design method, and it needs to be validated through reliable data obtained through realistic measurements. In this licentiate thesis, the effects of the environmental factors and loading by heavy vehicles in pavements are investigated. The results of the study are based on environmental data from multiple locations in Sweden and on measurements from two instrumented road sections located near the village of Långträsk in the northern part of Sweden. Both roads consist of thin flexible pavements, the behaviour of which is highly dependent on the variation of the temperature of the asphalt layer, the moisture content in the unbound granular layers, and frost depth conditions. The licentiate report consists of three scientific publications.  Paper 1 presents a country-specific case study in which the frost penetration depth in various Swedish roads is predicted by a statistically derived empirical model that uses the air freezing index calculated from the air temperature as an input. The model correlation is based on meteorological data from 44 meteorological stations and pavement cross-sectional temperature distribution data from 49 road weather information system (RWIS) stations over all five climatic zones throughout all of Sweden. Paper 2 focuses on the response of an instrumented test section subjected to loading by falling weight deflectometer (FWD) and heavy vehicles. The mechanical response instrumentation consisted of asphalt strain gauges (ASG), strain measuring units (εMU), and soil pressure cells (SPC) installed at different locations in the structure. The layer stiffness values were obtained via backcalculation based on the FWD surface deflections bowls. The recorded values of the mechanical response were compared against calculated values by multilayer elastic theory (MLET) based software. Three different heavy vehicles weighing from ~64 tons to ~74 tons were compared in terms of damage caused to the pavement structure. It was found that if the number of axles was increased and dual tyres were used, longer heavier vehicles were not more destructive to the pavement structure than shorter vehicles with fewer axles and higher axial load and tyre pressure. In paper 3, the effect of the seasonal variation of the environmental factors on the behaviour of an instrumented road test section was investigated. The same loading configuration described in paper 2 was used on four different measurement campaigns in different seasons over the span of 1 year. The environmental variables were monitored throughout the year by asphalt thermocouples, a frost rod, and time-domain reflectometer (TDR) probes. The mechanical response sensors and the environmental sensors were found to be a reliable data collection method throughout the entire year. By comparing the recorded response values to the MLET calculated values, it was shown that it is possible to model the mechanical behaviour of pavement structures using linear-elastic MLET if the temperature variations in the asphalt layer and the moisture variations in the granular layers are taken into account. / Utvecklingen av det strukturella tillståndet av vägbyggnader är beroende av trafikmängd samt vägkonstruktionens omgivningsfaktorer. En mekanistisk-empiriskdimensioneringsmetod för vägkonstruktioner är under utveckling i Sverige med huvudsyftet att på realistiskt sätt kunna förutsäga vägens respons och tillståndsutveckling. En M-E dimensionering betyder att man applicerar mekanistiska grundprinciper för att bestämma vägkonstruktionens respons under trafikbelastning och tillämpar sedan överföringsfunktioner för att förutsäga nedbrytningsförloppet. Att använda en mekanistiskt baserad metod innebär att man får en grundläggande förståelse av hur vägkonstruktionen svarar på en specifik påverkan eller belastning. Detta mera realistiska tillvägagångsätt ger dessutom ökad flexibilitet och gör att metoden kan appliceras vid nya belastningsfall eller under nya klimatförhållanden. Det blir därför möjligt att ta hänsyn till det riktiga belastningsfallet under de rätta klimatförhållandena. Detta gör att nyamodeller för vägkonstruktionens respons behövs och att dessa måste valideras för realistiska trafikbelastningsfall. I denna licentiatavhandling undersöks hur omgivningsvariabler och trafikbelastning från tunga lastbilar påverkar vägkonstruktioner. Resultat från denna studie bygger på omgivningsdata från ett stort antal mätstationer i Sverige och från mätningar från två instrumenterade vägsträckor nära byn Långträski Norrland. Båda vägkonstruktionerna består av tunna vägöverbyggnader och därför är responsen starkt beroende av beläggningstemperaturen och fuktinnehållet i vägbyggnadens obundna lager samt frostdjupet.Rapporten bygger på tre publikationer.Första artikeln presenterar hur frostdjup i svenska vägar kan förutsägas utifrån en statistisk modell som använder ett frostindex beräknat från lufttemperaturen. Modellen bygger på en anpassning av data från 44 meteorologiska väderstationer och 49 av Trafikverkets väderinformationsstationer distribuerade över alla fem klimatzoner i Sverige. Den andra artikeln fokuserar på responsmätningar från en instrumenterad vägtestplats där både fallvikt samt tunga lastbilar har använts för lastgenerering. Den vägtekniska instrumenteringen bestod av asfalttöjningsgivare (ASG), trycktöjningsgivare (MU), och jordtyckceller (SPC) installerade på olika djup. Styvhet av de olika lagren bakberäknades baserat på data från fallviktsmätningarna. De registrerade värdena från de vägtekniska givarna jämfördes med desom beräknades med hjälp av beräkningsverktyget ERAPave. Tre lastbilar med den totala tyngden mellan ~64 –~74 ton användes sedan för att jämföra deras relativa nedbrytningseffekt. Slutsatsen är att om antal axlar ökas med ökad tyngdoch om parmonterade däck användes är nedbrytningseffekten från 74 ton lastbil inte större än från en lättare lastbil med färre axlar. I artikel tre fokuseras det på effekten av hur klimatfaktorer påverkar vägkonstruktionens respons. Samma lastbilar som iden andra artikeln användes under fyra mätkampanjer vid olika tidpunkter på året. Omgivningsparametrarna registrerades i form av beläggningstemperatur och fukt i de obundna lagren samt frostdjupet. Vägens mekaniska respons beräknades genom att uppdatera styvhetsmodulerna utifrån beläggningens temperatur och de obundna lagrens med fuktkvoter och jämföra med de uppmätta responsvärdena. Beräkningsmetodiken visar sig ge bra överensstämmelse med det om uppmättes.

The purpose of this study was to examine Machofabriken 2.0 through discourse analysis.Examine how concepts are filled with meaning and what alternative meanings that are excluded. Ialso scrutinized what pedagogic tools and strategies put forward to achieve change and discuss ifit is possible to approach ordinary men as violent. Furthermore, I have analyzed underpinningassumptions of gender and violence and how masculinities, femininities, violence, andresponsibility are discursively produced. I have paid extra attention to three short movies; RealLife (Sexual harassment and bystander), Ice Cream (Consent and Free will) and Step-up(Pornography) with inspiration from feministfrequency.se to explore visual media and to payattention to the Male Gaze, objectification and sexualization of women, constructed differencesbetween men and women. Feminist Frequency provided me with the concept of Tropes in theexamination of representations of boys and girls in the short movies.The examination has uncovered gender biases in Machofabriken, which privilege the male overthe female and runs the categories fixed and reveals how the masculine discourse has constructedwomen as the Other. This thesis argues, it has dismantled the destructive masculine discourse andhow subjects of both genders are positioned and constituted within that discourse. This alsomeans the construction of gender is already there, before the text, before the short movies.

Plants secrete peptide ligands and use receptor signaling to respond to stress and control development. Understanding the signaling mechanisms and associated molecular trafficking is key to improving plant health and productivity for food, fiber and energy applications. However, one of the challenges to elucidating communication pathways in plants is to study the trafficking of molecules and signals iteratively and non-destructively. This study focuses on using fiber-optic fluorescence microscopy to image live plants iteratively and non-destructively after delivering both labeled and unlabeled phytosulfokine (PSK) into the plant. PSK is a sulfated peptide hormone involved in the regulation of plant cell division and growth via specific receptors, PSKRs. It also plays a role in regulating how plants are able to tolerate stress conditions. The microscope provides two-color (FITC/TRITC) optics and provides high-resolution (3–5 µm) epifluorescence micrographs via a 1-m coherent imaging fiber and a GRIN objective lens. To obtain high-quality images, the fiber was mounted either to a conventional upright microscope body equipped with a leaf compressor, or to a leaf clip with 5-axis positioning (X–Y–Z plus pitch and yaw) mounted on an extensible arm. PSK and TAMRA-labelled PSK were delivered into the roots of various Arabidopsis thaliana genotypes (wt; receptor-deficient: pskr1/pskr2; and tagged receptor overproducing: PSKR1‑GFP), and their movement in roots and leaves was tracked with the fiber-optic fluorescence microscope. Peptide trafficking was successfully observed in live plants non- destructively, confirming that PSK is mobile in both wt and receptor-deficient plants. Preliminary results suggest that the level of receptor PSKR1 may change in response to PSK, and that levels of PSKR1, PSKR2 or both may impact the trafficking of PSK. Understanding how PSK is trafficked in plants will offer insights into how we can improve plants health and productivity.

The structural behaviour of pavement structures is known to be affected by the traffic-related loading and by the ambient factors to which the structure is subjected. A new mechanistic-empirical (M-E) pavement design method is under development in Sweden with the main purpose to adequately predict pavement structural response and performance. An M-E design method for a flexible pavement means application of the principles of engineering mechanics to evaluate the response of pavement structure to traffic loading and much improved design methods to carry out distress prediction or how performance changes with time. This would ensure a fundamental understanding of how the pavement structure responds to a certain action or loading conditions.  The mechanistic-empirical approach is more flexible as it is able to adapt to new situations such as new pavement materials and loading situations. It is important to take into account the real loading and climatic conditions and predict the resulting changes in material properties and structural behaviour at the time of loading as well as in the long-term. New models are therefore required for the further development of pavement design method, and it needs to be validated through reliable data obtained through realistic measurements. In this licentiate thesis, the effects of the environmental factors and loading by heavy vehicles in pavements are investigated. The results of the study are based on environmental data from multiple locations in Sweden and on measurements from two instrumented road sections located near the village of Långträsk in the northern part of Sweden. Both roads consist of thin flexible pavements, the behaviour of which is highly dependent on the variation of the temperature of the asphalt layer, the moisture content in the unbound granular layers, and frost depth conditions. The licentiate report consists of three scientific publications.  Paper 1 presents a country-specific case study in which the frost penetration depth in various Swedish roads is predicted by a statistically derived empirical model that uses the air freezing index calculated from the air temperature as an input. The model correlation is based on meteorological data from 44 meteorological stations and pavement cross-sectional temperature distribution data from 49 road weather information system (RWIS) stations over all five climatic zones throughout all of Sweden. Paper 2 focuses on the response of an instrumented test section subjected to loading by falling weight deflectometer (FWD) and heavy vehicles. The mechanical response instrumentation consisted of asphalt strain gauges (ASG), strain measuring units (εMU), and soil pressure cells (SPC) installed at different locations in the structure. The layer stiffness values were obtained via backcalculation based on the FWD surface deflections bowls. The recorded values of the mechanical response were compared against calculated values by multilayer elastic theory (MLET) based software. Three different heavy vehicles weighing from ~64 tons to ~74 tons were compared in terms of damage caused to the pavement structure. It was found that if the number of axles was increased and dual tyres were used, longer heavier vehicles were not more destructive to the pavement structure than shorter vehicles with fewer axles and higher axial load and tyre pressure. In paper 3, the effect of the seasonal variation of the environmental factors on the behaviour of an instrumented road test section was investigated. The same loading configuration described in paper 2 was used on four different measurement campaigns in different seasons over the span of 1 year. The environmental variables were monitored throughout the year by asphalt thermocouples, a frost rod, and time-domain reflectometer (TDR) probes. The mechanical response sensors and the environmental sensors were found to be a reliable data collection method throughout the entire year. By comparing the recorded response values to the MLET calculated values, it was shown that it is possible to model the mechanical behaviour of pavement structures using linear-elastic MLET if the temperature variations in the asphalt layer and the moisture variations in the granular layers are taken into account. / Utvecklingen av det strukturella tillståndet av vägbyggnader är beroende av trafikmängd samt vägkonstruktionens omgivningsfaktorer. En mekanistisk-empiriskdimensioneringsmetod för vägkonstruktioner är under utveckling i Sverige med huvudsyftet att på realistiskt sätt kunna förutsäga vägens respons och tillståndsutveckling. En M-E dimensionering betyder att man applicerar mekanistiska grundprinciper för att bestämma vägkonstruktionens respons under trafikbelastning och tillämpar sedan överföringsfunktioner för att förutsäga nedbrytningsförloppet. Att använda en mekanistiskt baserad metod innebär att man får en grundläggande förståelse av hur vägkonstruktionen svarar på en specifik påverkan eller belastning. Detta mera realistiska tillvägagångsätt ger dessutom ökad flexibilitet och gör att metoden kan appliceras vid nya belastningsfall eller under nya klimatförhållanden. Det blir därför möjligt att ta hänsyn till det riktiga belastningsfallet under de rätta klimatförhållandena. Detta gör att nyamodeller för vägkonstruktionens respons behövs och att dessa måste valideras för realistiska trafikbelastningsfall. I denna licentiatavhandling undersöks hur omgivningsvariabler och trafikbelastning från tunga lastbilar påverkar vägkonstruktioner. Resultat från denna studie bygger på omgivningsdata från ett stort antal mätstationer i Sverige och från mätningar från två instrumenterade vägsträckor nära byn Långträski Norrland. Båda vägkonstruktionerna består av tunna vägöverbyggnader och därför är responsen starkt beroende av beläggningstemperaturen och fuktinnehållet i vägbyggnadens obundna lager samt frostdjupet.Rapporten bygger på tre publikationer.Första artikeln presenterar hur frostdjup i svenska vägar kan förutsägas utifrån en statistisk modell som använder ett frostindex beräknat från lufttemperaturen. Modellen bygger på en anpassning av data från 44 meteorologiska väderstationer och 49 av Trafikverkets väderinformationsstationer distribuerade över alla fem klimatzoner i Sverige. Den andra artikeln fokuserar på responsmätningar från en instrumenterad vägtestplats där både fallvikt samt tunga lastbilar har använts för lastgenerering. Den vägtekniska instrumenteringen bestod av asfalttöjningsgivare (ASG), trycktöjningsgivare (MU), och jordtyckceller (SPC) installerade på olika djup. Styvhet av de olika lagren bakberäknades baserat på data från fallviktsmätningarna. De registrerade värdena från de vägtekniska givarna jämfördes med desom beräknades med hjälp av beräkningsverktyget ERAPave. Tre lastbilar med den totala tyngden mellan ~64 –~74 ton användes sedan för att jämföra deras relativa nedbrytningseffekt. Slutsatsen är att om antal axlar ökas med ökad tyngdoch om parmonterade däck användes är nedbrytningseffekten från 74 ton lastbil inte större än från en lättare lastbil med färre axlar. I artikel tre fokuseras det på effekten av hur klimatfaktorer påverkar vägkonstruktionens respons. Samma lastbilar som iden andra artikeln användes under fyra mätkampanjer vid olika tidpunkter på året. Omgivningsparametrarna registrerades i form av beläggningstemperatur och fukt i de obundna lagren samt frostdjupet. Vägens mekaniska respons beräknades genom att uppdatera styvhetsmodulerna utifrån beläggningens temperatur och de obundna lagrens med fuktkvoter och jämföra med de uppmätta responsvärdena. Beräkningsmetodiken visar sig ge bra överensstämmelse med det om uppmättes. / <p>QC 210303</p>

In the manufacturing process of mineral wool insulation plates, defects arise, such as unmelted base minerals and uncured binder which gets embedded within the plates. To be able to sort out these defective plates from a manufacturing line, a reliable quality assessment is needed. The aim is to find an ultrasonic non-destructive testing method that can identify the embedded defects. This was achieved through experiments on defective insulation plates using three different ultrasonic non-destructive testing methods that were of interest. These methods were higher harmonics, pulse-echo and through transmission. Of these three, the through transmission method showed the most promising results in finding the defects that were sought after. The through transmission method utilizes two aligned transducers, one acting as a transmitter and one as a receiver. When the defective area passes through the sound beam between the transducers the intensity of the beam drops, indicating that a defect is present. The weakened intensity is due to the signal attenuation, mainly caused by the higher density of the defects compared to the base material in the surrounding insulation plate. The method is well suited for being implemented in a production line since it’s a fast method and, therefore, suited for moving objects. More measurements are needed to establish a reliable reference value to consistently distinguish the defects from the surrounding plate. The method was only evaluated in a small scale experimental environment so further experiments on a larger scale are needed to mimic and evaluate the reliability in the real case scenario of the production lines. / I tillverkningsprocessen av isolerskivor i stenull uppstår inneboende defekter i isolerskivorna, dessa defekter består av osmälta basmineraler och ohärdat bindemedel. För att kunna sortera bort dessa skadade skivor från tillverkningslinjen behövs en pålitlig metod för kvalitetsbedömning. Avsikten med det här arbetet är att hitta en oförstörande provningsmetod baserad på ultraljud som kan identifiera de inneboende defekterna. Detta genomfördes genom experiment på defekta isolerskivor med tre olika oförstörande provningsmetoder baserade på ultraljud. Dessa metoderna var, higher harmonics, pitch-echo och through transmission. Through transmission visade lovande resultat i att identifiera de båda typerna av skador. Metoden är baserad på att en sändare sänder ut ultraljud till en mottagare placerad i linje med sändaren. När ett defekt område passerar ultraljudsvågen mellan sändaren och mottagaren försvagas intensiteten av signalen. Försvagningen av signalen beror mestadels på att densiteten är högre hos defekterna än hos basmaterialet i isolerskivan. Denna försvagning indikerar att en defekt befinner sig i mätområdet. Metoden är väl implementerbar i en tillverkningslinje, då det är en snabb metod vilket den behöver vara då objektet är i rörelse. Mer mätningar behövs för att fastställa ett pålitligt referensvärde för att konsekvent kunna sortera ut de defekta isolerskivorna. Metoden är endast utvärderad i en småskalig laborationsmiljö och det behövs fler tester i en större skala undersöka pålitligheten i det verkliga scenariot med tillverkningslinjen.

For the analysis of the wet pressing process, which was presented in the first part of this paper, a theoretical approach was chosen. This enabled the pre-definition of three quality-related priorities which now will be considered in detail in the second part. For further analysis, real process data, recorded in an early phase of the process implementation, are used. The challenge is that in this process status, the availability of data is limited or the data sets are incomplete. Supported by the theoretical approach, an easier interpretation of the process data, and in case of ambiguous issues, an accelerated decision making is expected. The objective is to show that this combination is suitable for the process analysis in an early production phase.

Thesis (Ph. D. Com. (Human Resource Management)) -- University of Limpopo, 2021 / The purpose of this study was to explore workplace deviance, both constructive and destructive deviance, in order to understand and develop strategies that could be used to address different types of deviant behaviours amongst farm workers. Qualitative, explorative and descriptive research designs within the paradigm of constructivism were utilised to obtain rich and valuable data with regards to the participants’ views, experiences and meanings relating to workplace deviance, through a narrative approach to inquiry. Semi-structured interviews, using a critical incident technique, were employed in order to collect data on both constructive deviant behaviour and destructive deviant behaviour of farm workers from the research participants. Farm workers (n=30) and supervisors (n=9) from three farms belonging to the same conglomerate participated in the study. Thematic analysis was used to analyse the collected narrative data on farm workers’ workplace deviance. The study highlighted that both forms of workplace deviance, namely; constructive and destructive workplace deviance, seem to exist amongst farm workers. The various forms of constructive deviant and destructive deviant behaviours, which farm workers were more likely to engage in were identified. The constructive deviant behaviours were found to assist the farms in realising their objectives, while the destructive deviant behaviours seemed to negatively jeopardise the wellbeing of the farms. The managerial strategies which could be used in the farming sector in order to manage workplace deviance in a more holistic manner were identified. These included practices to encourage workers to engage in constructive deviant behaviours, while discouraging them from engaging in destructive deviant behaviours. The managerial practices revealed in this study may assist farm management to manage farm workers in such a way that may enhance the farms’ competitiveness. KEY CONCEPTS Workplace deviance; Destructive deviant behaviour; Constructive deviant behaviour; Farming sector; Farm workers.

Ce travail de thèse porte sur le développement et l’optimisation de capteurs dans le cadre du contrôle non destructif (CND) par courants de Foucault (CF). Le manuscrit présente plusieurs réalisations de capteurs CF souples gravés sur film Kapton. Un premier volet décrit l’évaluation des paramètres électromagnétiques (conductivité électrique σ et perméabilité magnétique µ) des matériaux typiquement rencontrés en CND par CF. Des méthodes conventionnelles pour estimer σ et µ ont été investiguées et mises en œuvre : il s’agit de la méthode à quatre pointes et du perméamètre. Néanmoins, ces méthodes présentent des difficultés pratiques au regard de l’état de surface (peinture, corrosion,…) et de la géométrie de l’échantillon. Deux capteurs ont donc été conçus : le premier composé d’une bobine d’émission et d’une bobine de réception afin d’évaluer la conductivité des matériaux purement conducteurs, puis le second composé d’un bobinage émetteur et d’une GMR pour évaluer la perméabilité magnétique. La conception des motifs et des résultats expérimentaux sont présentés dans le manuscrit. Le second volet décrit le développement d’un imageur CF flexible statique. L’imageur est un capteur multiélément composé de 576 récepteurs disposés en matrice permettant d’inspecter la surface d’une pièce sans déplacement du capteur par rapport à cette dernière. Le contrôle par l’imageur statique permet d’obtenir une image pixélisée de la surface sous le capteur. L’imageur a été optimisé de manière à détecter un défaut surfacique d’au moins 1 mm de long et d’orientation donnée quel que soit son emplacement vis-à-vis des bobines réceptrices. La conception du capteur et son évaluation expérimentale sont donnés dans le manuscrit. / The work of this thesis focuses on the development and the optimization of probes for non-destructive testing (NDT) by Eddy Currents (EC). The manuscript presents several achievements of flexible EC probes engraved on Kapton film. The first part describes the evaluation of the electromagnetic parameters (electrical conductivity σ and magnetic permeability µ) of materials typically encountered in NDT by EC. Conventional methods to estimate σ and μ have been investigated and implemented: it is the four-point probe and the permeameter. However, these methods present practical difficulties relating to the surface condition (paint, corrosion,…) and the sample geometry. Two probes have therefore been designed: the first is composed of a transmitting and a receiving coil in order to evaluate the conductivity of purely conductive materials, and the second is composed of a transmitter coil and a GMR for evaluate the magnetic permeability. Design patterns and experimental results are presented in the manuscript. The second part describes the development of a flexible static EC imager. The imager is a multielement probe composed of 576 receivers arranged in a matrix allowing to inspect the surface of a structure under test without moving the probe relative to the sample surface. The inspection by the static imager provides a pixelated image of the surface under the probe. The imager has been optimized to detect a surface defect of at least 1 mm long of given orientation regardless of its location relative to the receiver coils. The design of the probe and its experimental evaluation are given in the manuscript.