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Significant developments in flexible/stretchable electronics are needed due to the increasing demand for stretchable sensors in soft robotics, prostheses, and human-machine interfaces. Stretchable strain sensors must be extremely sensitive to the applied strain in order to be used in monitoring human movement, tracking pulses, and identifying sounds. Percolated networks based on nanomaterials with intrinsic stretchability are primarily used to create large stretchable strain sensors with high sensitivity and stretchability. However, sensitivity and stretchability are two opposite faces of a coin, and these sensors face limited sensitivity both in tension and compression.The aforementioned drawbacks limit application such as large-scale deformable surface monitoring and effective e-skins for monitoring complex strain states. Pollution from strain, on the other hand, is a problem that must be avoided for other types of stretchable sensors. Strain-insensitive sensors are mostly based on the geometrical design with a complicated fabrication. New methods for developing strain-insensitive sensors based on percolated networks are urgently needed to simplify the fabrication process. Four objectives are listed to solve the problems as mentioned above: to develop a method to balance the stretchability and sensitivity; to design a stretchable strain sensor with whole range working ability; to create a strain insensitivity sensor different from the geometry design; to investigate the physical mechanism of the new method. In Chapter 2, a laser engraving method was used to increase the crack density in CNT paper, which successfully improved the stretchability while maintaining the high sensitivity. Then, in Chapter 3, a pre-stretching/releasing method was used to partially open the cracks in CNT paper in order to achieve sensitivity in both positive and negative strain. The Seebeck effect of percolated networks was then used to develop a strain-insensitive temperature sensor in Chapter 4. Finally, in Chapter 5, we performed a theoretical analysis to reveal the physical mechanism of the Seebeck coefficient’s stability in percolated networks.

Type 304 stainless steel is used in various applications where corrosion resistance is required. This material is selected for weldability and corrosion resistance, but it can suffer stress corrosion cracking (scc), corrosion fatigue, pitting and crevice corrosion in chloride environments. The aim of this project was to produce Type 304 containers with intentional stress corrosion cracks, to serve as test samples for future weld repair trials. A test rig was constructed which used thermal stress to crack Type 304 tube samples; a central Type 310 stainless steel bar contained a heating element, so that the bar serve as a heat source and a stressing element. The rig was filled or half filled with magnesium chloride solution. The elastic strain in the tube sample was directly related to the temperature difference between the central bar and the sample. The thermal stress was sufficient to cause stress corrosion cracking. The tests were terminated when the first crack extended through the wall thickness of the 304 tube sample. The distribution and depth of cracks were determined after the tests. The test procedure caused the formation of multiple cracks in the tube sample. The temperature controller caused cyclical variation in the bar temperature and hence in the thermal stress. However, the temperature variation did not have an effect on cracking; corrosion fatigue did not contribute to cracking, and the cracks had the classic branched transgranular morphology of chloride cracking. Copyright / Dissertation (MSc)--University of Pretoria, 2009. / Materials Science and Metallurgical Engineering / unrestricted

Cross-ply composite laminates can develop very high density of transverse cracks in the 90-layer under severe thermal and mechanical loading conditions. At such high crack densities, two adjacent cracks start to interact, and a stress gradient is created in the region between these cracks. Due to the presence of high stress gradients, thickness averaging of longitudinal stress becomes obsolete. Thus, a detailed analysis of stress state along the thickness direction becomes necessary to study growth conditions of fiber sized microcracks initiated at the interface between 0-layer and 90-layer. Stress analysis at various crack densities is carried out in this project using finite element analysis or FEM as the main tool. This analysis is coupled with strain energy release rate (ERR) studies for a microcrack which grows in transverse direction from one interface to the other. The growth of this microcrack is found to be strongly influenced by the stress gradients and a presence of compressive stresses along midplane under tensile loading conditions at high crack densities.

A method to estimate blast-induced damage in rock considering both stress waves and gas expansion phases is presented. The method was developed by assuming a strong correlation between blast-induced damage and stress wave amplitudes, and also by adapting a 2D numerical method to estimate damage in a 3D real case. The numerical method is used to determine stress wave damage and provides an indication of zones prone to suffer greater damage by gas expansion. The specific steps carried out in this study are: i) extensive blast monitoring in hard rock at surface and underground test sites; ii) analysis of seismic waveforms in terms of amplitude and frequency and their azimuthal distribution with respect to borehole axis, iii) measurement of blast-induced damage from single-hole blasts; iv) assessment and implementation of method to utilize 2D numerical model to predict blast damage in 3D situation; v) use of experimental and numerical results to estimate relative contribution of stress waves and gas penetration to damage, and vi) monitoring and modeling of full-scale production blasts to apply developed method to estimate blast-induced damage from stress waves. The main findings in this study are: i) both P and S-waves are generated and show comparable amplitudes by blasting in boreholes; ii) amplitude and frequency of seismic waves are strongly dependent on initiation mode and direction of propagation of explosive reaction in borehole; iii) in-situ measurements indicate strongly non-symmetrical damage dependent on confinement conditions and initiation mode, and existing rock structure, and iv) gas penetration seems to be mainly responsible for damage (significant damage extension 2-4 borehole diameters from stress waves; > 22 from gas expansion). The method has the potential for application in regular production blasts for control of over-breaks and dilution in operating mines. The main areas proposed for future work are: i) verification of seismic velocity changes in rock by blast-induced damage from controlled experiments; ii) incorporation of gas expansion phase into numerical models; iii) use of 3D numerical model and verification of crack distribution prediction; iv) further studies on strain rate dependency of material strength parameters, and v) accurate measurements of in-hole pressure function considering various confinement conditions.

A method to estimate blast-induced damage in rock considering both stress waves and gas expansion phases is presented. The method was developed by assuming a strong correlation between blast-induced damage and stress wave amplitudes, and also by adapting a 2D numerical method to estimate damage in a 3D real case. The numerical method is used to determine stress wave damage and provides an indication of zones prone to suffer greater damage by gas expansion. The specific steps carried out in this study are: i) extensive blast monitoring in hard rock at surface and underground test sites; ii) analysis of seismic waveforms in terms of amplitude and frequency and their azimuthal distribution with respect to borehole axis, iii) measurement of blast-induced damage from single-hole blasts; iv) assessment and implementation of method to utilize 2D numerical model to predict blast damage in 3D situation; v) use of experimental and numerical results to estimate relative contribution of stress waves and gas penetration to damage, and vi) monitoring and modeling of full-scale production blasts to apply developed method to estimate blast-induced damage from stress waves. The main findings in this study are: i) both P and S-waves are generated and show comparable amplitudes by blasting in boreholes; ii) amplitude and frequency of seismic waves are strongly dependent on initiation mode and direction of propagation of explosive reaction in borehole; iii) in-situ measurements indicate strongly non-symmetrical damage dependent on confinement conditions and initiation mode, and existing rock structure, and iv) gas penetration seems to be mainly responsible for damage (significant damage extension 2-4 borehole diameters from stress waves; > 22 from gas expansion). The method has the potential for application in regular production blasts for control of over-breaks and dilution in operating mines. The main areas proposed for future work are: i) verification of seismic velocity changes in rock by blast-induced damage from controlled experiments; ii) incorporation of gas expansion phase into numerical models; iii) use of 3D numerical model and verification of crack distribution prediction; iv) further studies on strain rate dependency of material strength parameters, and v) accurate measurements of in-hole pressure function considering various confinement conditions.

L’étude présentée porte sur la caractérisation et la comparaison des propriétés quasi-statiques et en fatigue de composites à fibres de lin et de verre avec une matrice époxy. Une importante campagne d’essais de fatigue a été réalisée à partir des propriétés quasi-statiques de traction et cisaillement plan mesurées. Il apparaît que les caractéristiques en statique et en fatigue du verre/époxy sont supérieures à celles du lin/époxy à taux de fibres et stratification identiques. Cependant, en raison de la faible densité des renforts de lin, les écarts entre les propriétés spécifiques des deux matériaux sont faibles. La mesure de l’évolution des propriétés en fatigue a mis à jour des comportements phénoménologiques particuliers tels que la diminution de l’amortissement et l’augmentation de la rigidité des lin/époxy  ayant des fibres parallèles à la direction du chargement, au cours de la vie des éprouvettes. Le suivi de l’endommagement par la mesure des densités de fissures montre que celle-ci augmente avec le chargement et le nombre de cycles appliqués. Les simulations par éléments finis de la durée de vie des composites lin/époxy, intégrant la variabilité des paramètres du modèle par la méthode Monté-Carlo, donnent des courbes de Wöhler conservatives par rapport aux données expérimentales. Conformément aux mesures expérimentales, la variabilité des durées de vie calculées diminue lorsque le chargement baisse / The present study focuses on the characterization and comparison of the quasi-static and fatigue properties of flax and glass fibre reinforced composites with an epoxy matrix. An extensive experimental campaign of fatigue tests have been performed using the measured quasi-static tension and in plane-shear properties. It appears that the static and fatigue characteristics of the glass/epoxy composites are higher than that of flax/epoxy ones with similar fibre volume fraction and lay-ups. However, due to the low density of flax reinforcements, the differences between the specific properties of the two materials are low. The measurement of the evolution of the fatigue properties has highlighted particular phenomenological behaviours such as the decrease of the damping and the increase of the stiffness of flax/epoxy composites having fibres parallel to the loading direction, during specimens’ life. The monitoring of material damage by measuring the crack density showed its increase with the loading level and the number of cycles applied. Finite elements simulations of the life cycle of flax/epoxy composites, incorporating the variability of the model’s parameters by Monte Carlo method, gave conservative Wöhler curves compared with experimental data. In agreement with the experimental measurements, the variability of lifetimes calculated decreases when the load decreases