The Wafer Level Chip Scale Package (WLCSP) is gaining popularity for its performance and ability to meet the miniaturization requirements of portable consumer electronics, such as cell phones. For the industry of electronic package, the package life of electronic products is deemed as the essential consideration in the operation period. In practice, electronic products are usually damaged due to a harsh mechanical impact, such as drop and bending. The solder interconnections provide not only the electronic path between electric components and printing circuit board, but also the mechanical support of components on the printing circuit board, so that the reliability of solder interconnection becomes an essential consideration for a package. In the thesis several parameters, including redistribution layer (RDL) material and thickness, passivation material and thickness, under-bump metallization (UBM) structure factors are discussed. A variety of WLCSP structures are investigated for solder joint reliability performance. In addition to the fatigue lives of the test vehicle, locations and modes of fractured solder joints were observed. It was found that wafer level packaging structure under drop clearly related with the characteristic life. The weakest point of solder ball was intermetallic compound (IMC), and wafer level packaging structure was the crack into the second passivation layer and UBM interface of the corner. WLCSP under temperature cycling test was done and observed the fracture only occurred at the solder ball near the package.

Résumé : Cette juxtaposition de matériaux solides -blocs, pierres ou briques,...- liés ou non entre eux que nous appelons maçonnerie ne se comporte pas très bien vis-à-vis des forces latérales, surtout si elle n’a pas été réalisée suivant les normes parasismiques ou de façon adéquate. Cette vulnérabilité (glissement, cisaillement, déchirure en flexion, ou tout autre) vient souvent du fait même de ce processus d’empilement, des problèmes d’interaction avec le reste de la structure et aussi à cause des caractéristiques mécaniques peu fiables de certains éléments utilisés. Malgré cette défaillance structurale, la maçonnerie est encore utilisée aujourd’hui grâce à son côté traditionnel, sa facilité de mise en œuvre et son coût d’utilisation peu élevé. Depuis quelques années, la maçonnerie s’est enrichie de documents qui ont été publiés par divers chercheurs dans le but d’une meilleure compréhension des caractéristiques mécaniques des éléments et aussi, et surtout, des mécanismes de rupture des murs de maçonnerie pour une meilleure réponse face aux sollicitations sismiques. Beaucoup de programmes expérimentaux ont alors été effectués et tant d’autres sont encore nécessaires. Et c’est dans ce contexte que cette recherche a été conduite. Elle présentera, entre autres, le comportement sous charges latérales d’un mur en maçonnerie armée entièrement rempli de coulis. Ce projet de recherche fait partie d’un programme plus large visant à une meilleure connaissance du comportement sismique de la maçonnerie pour une amélioration des techniques de construction et de réparation des ouvrages en maçonnerie. / Abstract : This juxtaposition of solid materials -blocks, stones or bricks, ...- linked or not together called masonry does not behave very well towards lateral forces, especially if it has not been carried out according to seismic standards or enough adequate. This vulnerability - sliding, shearing, bending tear, or otherwise- comes often precisely because of this process of stacking, problems of interaction with the rest of the structure and also because of unreliable mechanical characteristics of used items. Despite this structural failure, masonry is still used today because of its traditional side, ease of implementation and low cost of use. In recent years, masonry was enriched with documents published by various researchers to a better understanding of the mechanical properties elements and also, above all, of the failure mechanisms masonry walls for a better response to seismic loading. Many experiences were then performed and many others are still necessary ; and therefore the Canada has for some time been involved in this adventure. And it is in this direction that goes this document. It presents, among others, the behavior under lateral loads of a reinforced masonry wall completely filled with grout. This research project is part of a broader program to a better understanding of the seismic behavior of masonry for an improvement of design and repair techniques of masonry.

Deterioration in the mechanical properties of concrete, masonry and steel structures are usually observed under repeated cyclic loading in the inelastic response range. Therefore such a behavior becomes critical when these types of structures are subjected to ground motions with specific characteristics. The objective of this study is to address the influence of degrading behavior on simple systems. The Structural Performance Database on the PEER web site, which contains the results of cyclic, lateral-load tests of reinforced concrete columns, are employed to quantify the degradation characteristics of simple systems by calibrating the selected degrading model parameters for unloading stiffness, strength and pinching of a previously developed hysteresis model. The obtained values of parameters from cyclic test results are compared with the recommended values in literature. In the last part of the study, response of SDOF systems with various degradation characteristics are investigated using a set of seismic excitations recorded during some major earthquakes. The results indicate that when all the degradation components are combined in a structural system, the effect of degradation on response values becomes much more pronounced.

[pt] Considerando o investimento do governo federal na expansão da malha ferroviária com o programa de aceleração do crescimento (PAC2) e com o programa de investimento em logística (PIL), vem sendo desenvolvidas no país inúmeras pesquisas envolvendo ferrovias, inclusive na área de materiais, como o lastro ferroviário, objeto de estudo deste projeto. Paralelamente, pesquisas com foco em modelagem computacional vem sendo desenvolvidas a fim de otimizar a avaliação do comportamento dos materiais. O projeto tem como objetivo desenvolver modelos computacionais para avaliar a capacidade do método dos elementos discretos em reproduzir o comportamento mecânico de lastro ferroviário submetido a carregamentos cíclicos, com base em um ensaio triaxial cíclico. O ensaio analisou o comportamento mecânico de duas distribuições granulométricas de lastro ferroviário, sendo a primeira sugerida por Indraratna et al. (2004), referente a alterações para melhorias da normativa australiana, enquanto a segunda, utiliza a normativa brasileira. O modelo computacional foi desenvolvido no software WooDEM (2012). Foram realizadas análises mecânicas do comportamento do lastro ferroviário considerando as coordenadas das partículas em relação ao tempo e a profundidade, a fim de determinar o deslocamento gerado pelo carregamento cíclico. / [en] Considering the federal government s investment in the expansion of the railway network with the growth acceleration program (PAC2) and with the investment in logistics program (PIL), numerous surveys involving railways have been developed in the country, including in the area of materials, such as the rail ballast, object of study of this project. In parallel, research focused on computational modeling has been developed in order to optimize the evaluation of the behavior of materials. This dissertation aims to develop computational models to evaluate the ability of the discrete element method to reproduce the mechanical behavior of cyclically loaded rail ballast, based on a cyclic triaxial test. The study analyzed the mechanical behavior of two rail ballast granulometric distributions, the first being suggested by Indraratna et al. (2004), regarding changes to improve Australian regulations, while the second, uses the Brazilian legislation. The computational model was developed in WooDEM software (2012). Mechanical analysis of the rail ballast behavior was performed considering the coordinates of the particles in relation to time and depth in order to determine the displacement generated by the cyclic loading.

No description available.

This thesis work is part of an on-going project regarding load-bearing timber glass composites within the EU program WoodWisdom-Net. One major scope of that project is the adhesive material between the glass and timber parts. The underlying importance of the bonding material is related to the transfer of stress between the two materials – the influence of the adhesive stiffness and ductility on the possibility of obtaining uniform stress distributions. In this study the mechanical properties of two different adhesives are investigated, an epoxy (3M DP490) and an acrylate (SikaFast 5215). The differences of the adhesives lay in dissimilar stiffness, strength and viscous behaviour. In long term load caring design is important to understand the materials behavior under a constant load and a permanent displacement within the structure can cause major consequences. Therefore the main aim in this project is to identify the adhesives strength, deformation capacity and possible viscous (time dependent) effects. Because of the limitation of equipment and time this study is restricted to only three different experiments. Three different types of tensile tests have been conducted: monotonic, cyclic relaxation tests.The results of the experiments show that 3M DP490 has a higher strength and a smaller deformation capacity as compared to the SikaFast 5215. Thus, the SikaFast 5215 is more ductile. The 3M DP490 exhibits a lower loss of strength under constant strain (at relaxation). SikaFast 5215 showed also a large dependency of strain level on the stress loss in relaxation.

Yttria stabilized zirconia (YSZ) is the state of the art ceramic top coat material used for TBC applications. The desire to achieve a higher engine efficiency of agas turbine engine by increasing the turbine inlet temperature has pushed YSZ toits upper limit. Above 1200°C, issues such as poor phase stability, high sinteringrates, and susceptibility to CMAS (calcium magnesium alumino silicates) degradation have been reported for YSZ based TBCs. Among the new materials,gadolinium zirconate (GZ) is an interesting alternative since it has shown attractive properties including resistance to CMAS attack. However, GZ has a poor thermo-chemical compatibility with the thermally grown oxide leading to poor thermal cyclic performance of GZ TBCs and that is why a multi-layered coating design seems feasible.This work presents a new approach of depositing GZ/YSZ multi-layered TBCs by the suspension plasma spray (SPS) process. Single layer YSZ TBCs were also deposited by SPS and used as a reference.The primary aim of the work was to compare the thermal conductivity and thermal cyclic life of the two coating designs. Thermal diffusivity of the YSZ single layer and GZ based multi-layered TBCs was measured using laser flash analysis (LFA). Thermal cyclic life of as sprayed coatings was evaluated at 1100°C, 1200°C and 1300°C respectively. It was shown that GZ based multi-layered TBCs had a lower thermal conductivity and higher thermal cyclic life compared to the single layer YSZ at all test temperatures. The second aim was to investigate the isothermal oxidation behaviour and erosion resistance of the two coating designs. The as sprayed TBCs were subjected toisothermal oxidation test at 1150°C. The GZ based multi-layered TBCs showed a lower weight gain than the single layer YSZ TBC. However, in the erosion test,the GZ based TBCs showed lower erosion resistance compared to the YSZ singlelayer TBC. In this work, it was shown that SPS is a promising production technique and that GZ is a promising material for TBCs.

[Truncated abstract] This research has studied the penetration and extraction resistance profiles of different types of penetrometers in soft clay. The penetrometers of interest include the cone, T–bar, ball and plate. Effects of the surface roughness and aspect ratio of the T–bar penetrometer on its resistance have also been investigated. Undrained shear strength, Su, profiles derived from the penetration tests are compared with the shear strengths measured from field vane shear tests and laboratory (triaxial and simple shear) tests. Both in situ and centrifuge model penetration tests were undertaken for the research. In addition, ‘undisturbed’? tube samples were retrieved from both the field and the centrifuge strongbox samples (after completion of the centrifuge tests) for laboratory testing. The in situ testing was carried out in Western Australia, at the Burswood site near Perth, with tests including cone, T–bar, ball and plate penetrometer tests, and vane shear tests. Interestingly, the T–bar, ball and plate (‘full-flow’) penetrometers showed a narrow band of resistance profiles both during penetration and extraction, with a range of around 15 % between the highest and lowest profiles and standard deviation of 15 %. However, the cone penetrometer gave similar resistance at shallow depths but increasingly higher penetration resistance at depths greater than 7 m – a phenomenon that is also common in offshore results. During extraction, the cone penetrometer gave a higher resistance profile than the full–flow penetrometers for much of the depth of interest. The Su profile measured directly from the vane shear tests falls within the Su profiles derived from the penetration resistances of the full–flow penetrometers, using a single bearing factor, N = 10.5 (the value originally suggested in the literature for a T–bar penetration test). Again, the cone penetrometer demonstrated diverging results, requiring two separate values for the cone factor, Nkt (10.5 initially increasing to 13 for depths below 10 m) in order to give Su similar to the vane shear tests. This highlights the possible variability of the cone factor with depth. Cyclic penetration and extraction tests were performed at specific depths for each fullflow penetrometer. These tests comprised displacement cycles of ±0.5 m about the relevant depth, recording the penetration and extraction resistances over five full cycles. The results may be used to derive the remoulded strength and sensitivity of the soil. Laboratory tests such as triaxial and simple shear tests were performed on ‘undisturbed’ tube samples retrieved from the same site to evaluate the in situ shear strengths in the laboratory. However, the resulting Su data were rather scattered, much of which may be attributed to variable sample quality due to the presence of frequent shell fragments and occasional silt lenses within the test samples. In general, N factors for the full–low penetrometers, back–calculated using Su values measured from the simple shear tests, fell mainly in a range between 9.7 and 12.8 (between 10.4 and 12.2 for the standard size T–bar (250 mm x 40 mm))

The master thesis deals with problems of electrical gears divided to the teoretical and practical part of submitted work. Thesis was created in conjuction with company VUES Brno s.r.o. The author of the master thesis accomplished three-month work experience at aforementioned company and consequently solved the national project: Automatic station with utilization of active synchronic brakes for testing electrical hand-held tools. The project included creating full-automatic station for testing life-time cyclic tests electrical hand-held tools. The author of the project engage in programme for frequency transmitter served as headstone of the master thesis.