Reliability analysis of SiP structures

This presentation discusses latest developments in SiP technology and the challenges for design in terms of manufacture and reliability. It presents results from a UK government funded project that aims to develop modelling techniques that will assess the thermo-mechanical reliability of SiP structures such as (i) stacked die, (ii) side-by-side dies and (iii) embedded die. Finite element analysis coupled with numerical optimisation and uncertainty analysis is used is used to model the reliability of a particular package design. In particular, the damage (energy density) in the lead free solder interconnects under accelerated temperature cycling is predicted and used to observe the fatigue life-time. Warpage of the structure is also investigated

IR/Raman spectroscopy and DFT calculations of cyclic di-amino acid peptides. Part III: comparison of solid state and solution structures of cyclo(L-Ser-L-Ser)

B3-LYP/cc-pVDZ calculations of the gas-phase structure and vibrational spectra of the isolated molecule cyclo(L-Ser-L-Ser), a cyclic di-amino acid peptide (CDAP), were carried out by assuming C-2 symmetry. It is predicted that the minimum-energy structure is a boat conformation for the diketopiperazine (DKP) ring with both L-Beryl side chains being folded slightly above the ring. An additional structure of higher energy (15.16 kJ mol(-1)) has been calculated for a DKP ring with a planar geometry, although in this case two fundamental vibrations have been calculated with imaginary wavenumbers. The reported X-ray crystallographic structure of cyclo(L-Ser-L-Ser), shows that the DKP ring displays a near-planar conformation, with both the two L-Beryl side chains being folded above the ring. It is hypothesized that the crystal packing forces constrain the DKP ring in a planar conformation and it is probable that the lower energy boat conformation may prevail in the aqueous environment. Raman scattering and Fourier-transform infrared (FT-IR) spectra of solid state and aqueous solution samples of cyclo(L-Ser-L-Ser) are reported and discussed. Vibrational band assignments have been made on the basis of comparisons with the calculated vibrational spectra and band wavenumber shifts upon deuteration of labile protons. The experimental Raman and IR results for solid-state samples show characteristic amide I vibrations which are split (Raman:1661 and 1687 cm(-1), IR:1666 and 1680 cm(-1)), possibly due to interactions between molecules in a crystallographic unit cell. The cis amide I band is differentiated by its deuterium shift of ~ 30 cm(-1), which is larger than that previously reported for trans amide I deuterium shifts. A cis amide II mode has been assigned to a Raman band located at 1520 cm(-1). The occurrence of this cis amide II mode at a wavenumber above 1500 cm(-1) concurs with results of previously examined CDAP molecules with low molecular weight substituents on the C-alpha atoms, and is also indicative of a relatively unstrained DKP ring.

Relatedness of O-specific lipopolysaccharide side chain genes from strains of Shigella boydii type 12 belonging to two clonal groups and from Escherichia coli O7:K1

The O-specific lipopolysaccharide side chains of Escherichia coli O7 and Shigella boydii type 12 possess similar but not identical chemical structures. We investigated the genetic relatedness between the O-specific side chain genes in members of these two species. Examination of outer membrane protein and lipopolysaccharide (LPS) banding patterns demonstrated that five strains which had been identified as S. boydii type 12 fell into two clonal groups, SB1 and SB2. Hybridizations with O7-specific radiolabeled probes derived from the chromosomal DNA of an E. coli O7 strain detected identical fragments among the three SB1 strains of S. boydii type 12 and the two E. coli O7 reference isolates. The two other S. boydii type 12 strains, which belonged to the SB2 clone, did not show homologies with the O7 probe under high-stringency conditions of hybridization. The homology between the O7 and type 12 LPS gene regions from the SB1 strains was further confirmed by the construction of O-specific side chain-deficient mutations in these strains by homologous recombination of a suicide plasmid containing O7-specific DNA sequences. Immunoblot experiments with O7 antiserum gave a weak cross-reaction with LPS purified from the SB2 strains but a very strong cross-reaction with the LPS from SB1 isolates. Antiserum raised to one of the SB2 strains cross-reacted only with S. boydii type 12 LPS from the SB1 clone but failed to react with O7 LPS.

Process of debonding in RC beams shear-strengthened with FRP U-strips or side strips

Reinforced concrete (RC) beams may be strengthened for shear using externally bonded fiber reinforced polymer (FRP) composites in the form of side bonding, U-jacketing or complete wrapping. The shear failure of almost all RC beams shear-strengthened with side bonded FRP and the majority of those strengthened with FRP U-jackets, is due to debonding of the FRP. The bond behavior between the externally-bonded FRP reinforcement (referred to as FRP strips for simplicity) and the concrete substrate therefore plays a crucial role in the failure process of these beams. Despite extensive research in the past decade, there is still a lack of understanding of how debonding of FRP strips in such a beam propagates and how the debonding process affects its shear behavior. This paper presents an analytical study on the progressive debonding of FRP strips in such strengthened beams. The complete debonding process is modeled and the contribution of the FRP strips to the shear capacity of the beam is quantified. The validity of the analytical solution is verified by comparing its predictions with numerical results from a finite element analysis. This analytical treatment represents a significant step forward in understanding how interaction between FRP strips, steel stirrups and concrete affects the shear resistance of RC beams shear-strengthened with FRP strips.

3D Analysis of Seepage under Hydraulic Structures with Intermediate Filters

Seepage flow under hydraulic structures provided with intermediate filters has been investigated. The flow through the banks of the canal has been included in the model. Different combinations of intermediate filter and canal width were studied. Different lengths of the floor, differential heads, and depths of the sheet pile driven beneath the floor were also investigated. The introduction of an intermediate filter to the floor of hydraulic structures reduced the uplift force acting on the downstream floor by up to 72%. The maximum uplift reduction occurred when the ratio of the distance of filter location downstream from the cutoff to the differential head was 1. Introducing a second filter in the downstream side resulted in a further reduction in the exit hydraulic gradient and in the uplift force, which reached 90%. The optimum locations of the two filters occurred when the first filter was placed just downstream of the cutoff wall and the second filter was placed nearly at the middistance between the cutoff and the end toe of the floor. The results showed significant differences between the three-dimensional (3D) and the two-dimensional (2D) analyses.

A drive-by inspection system via vehicle moving force identification

This paper presents a novel method to carry out monitoring of transport infrastructure such as pavements and bridges through the analysis of vehicle accelerations. An algorithm is developed for the identification of dynamic vehicle-bridge interaction forces using the vehicle response. Moving force identification theory is applied to a vehicle model in order to identify these dynamic forces between the vehicle and the road and/or bridge. A coupled half-car vehicle-bridge interaction model is used in theoretical simulations to test the effectiveness of the approach in identifying the forces. The potential of the method to identify the global bending stiffness of the bridge and to predict the pavement roughness is presented. The method is tested for a range of bridge spans using theoretical simulations and the influences of road roughness and signal noise on the accuracy of the results are investigated.

First-order characteristics of the person-to-vehicle channel at 5.8 GHz

In this paper we investigate the first order characteristics of the radio channel between a moving vehicle and a stationary person positioned by the side of a road at 5.8 GHz. The experiments considered a transmitter positioned at different locations on both the body and receivers positioned on the vehicle. The transmitter was alternated between positions on the central chest region, back and the wrist (facing the roadside) of the body, with the receivers placed on the outside roof, the outside rear window and the inside dashboard of the vehicle. The Rice fading model was applied to the measurement data to assess its suitability for characterizing this emerging type of wireless channel. The Ricean K factors calculated from the data suggest that a significant dominant component existed in the majority of the channels considered in this study.

Detection of Bridge Dynamic Parameters using an Instrumented Vehicle

Highway structures such as bridges are subject to continuous degradation primarily due to ageing and environmental factors. A rational transport policy requires the monitoring of this transport infrastructure to provide adequate maintenance and guarantee the required levels of transport service and safety. In Europe, this is now a legal requirement - a European Directive requires all member states of the European Union to implement a Bridge Management System. However, the process is expensive, requiring the installation of sensing equipment and data acquisition electronics on the bridge. This paper investigates the use of an instrumented vehicle fitted with accelerometers on its axles to monitor the dynamic behaviour of bridges as an indicator of its structural condition. This approach eliminates the need for any on-site installation of measurement equipment. A simplified half-car vehicle-bridge interaction model is used in theoretical simulations to test the possibility of extracting the dynamic parameters of the bridge from the spectra of the vehicle accelerations. The effect of vehicle speed, vehicle mass and bridge span length on the detection of the bridge dynamic parameters are investigated. The algorithm is highly sensitive to the condition of the road profile and simulations are carried out for both smooth and rough profiles

Monitoring Bridge Dynamic Behaviour using an Instrumented Two Axle Vehicle

Highway structures such as bridges are subject to continuous degradation primarily due to ageing, loading and environmental factors. A rational transport policy must monitor and provide adequate maintenance to this infrastructure to guarantee the required levels of transport service and safety. Increasingly in recent years, bridges are being instrumented and monitored on an ongoing basis due to the implementation of Bridge Management Systems. This is very effective and provides a high level of protection to the public and early warning if the bridge becomes unsafe. However, the process can be expensive and time consuming, requiring the installation of sensors and data acquisition electronics on the bridge. This paper investigates the use of an instrumented 2-axle vehicle fitted with accelerometers to monitor the dynamic behaviour of a bridge network in a simple and cost-effective manner. A simplified half car-beam interaction model is used to simulate the passage of a vehicle over a bridge. This investigation involves the frequency domain analysis of the axle accelerations as the vehicle crosses the bridge. The spectrum of the acceleration record contains noise, vehicle, bridge and road frequency components. Therefore, the bridge dynamic behaviour is monitored in simulations for both smooth and rough road surfaces. The vehicle mass and axle spacing are varied in simulations along with bridge structural damping in order to analyse the sensitivity of the vehicle accelerations to a change in bridge properties. These vehicle accelerations can be obtained for different periods of time and serve as a useful tool to monitor the variation of bridge frequency and damping with time.

Extracting statistically dominant modes of a steel truss bridge from vehicle-induced vibrations

This study is intended to investigate the validity of the stability diagram (SD) aided multivariate autoregressive (MAR) analysis for identifying modal parameters of a real truss bridge. The MAR models are adopted to fit the time series of the dynamic accelerations recorded from a number of observation points on the bridge; then the modal parameters are extracted from the MAR model coefficient matrix. The SD is adopted to determine statistically dominant modes. In plotting the SD, a number of stability criteria are further adopted for filtering out those modes with unstable modal parameters. By the present method, the first five modal frequencies and mode shapes are identified with very high precision, while the damping ratios are identified with high precision for the 1st mode but with poorer precision for higher modes. Moreover, the ability of the SD in selecting structural modes without getting involved in any model-order optimization problem is highlighted through a comparison study.

Development of a Vehicle-Bridge-Soil Dynamic Interaction Model for Scour Damage Modelling

Damage detection in bridges using vibration-based methods is an area of growing research interest. Improved assessment
methodologies combined with state-of-the-art sensor technology are rapidly making these approaches applicable for real-world
structures. Applying these techniques to the detection and monitoring of scour around bridge foundations has remained
challenging; however this area has gained attraction in recent years. Several authors have investigated a range of methods but
there is still significant work required to achieve a rounded and widely applicable methodology to detect and monitor scour.This
paper presents a novel Vehicle-Bridge-Soil Dynamic Interaction (VBSDI) model which can be used to simulate the effect of scour
on an integral bridge. The model outputs dynamic signals which can be analysed to determine modal parameters and the variation
of these parameters with respect to scour can be examined.The key novelty of this model is that it is the first numerical model for
simulating scour that combines a realistic vehicle loadingmodel with a robust foundation soil responsemodel.This paper provides a
description of the model development and explains the mathematical theory underlying themodel. Finally a case study application
of the model using typical bridge, soil, and vehicle properties is provided.

Finding ‘Good Friday’ An explorative study into the sedimentary structures left from the Good Friday tsunami

Senior thesis written for Oceanography 444

Une lésion neurotoxique de l’habenula latérale amplifie la locomotion induite par un psychostimulant sans altérer la récompense

L’habenula, un noyau épithalamique, est située au centre de la voie dorsale diencéphalique. Cette voie relie les structures limbiques et les ganglions de la base aux cellules monoaminergiques du mésencéphale. En particulier, l’habenula latérale (HbL) projette directement aux cellules dopaminergiques et GABAergiques de l’aire tegmentale ventrale (ATV). L’ATV est le site d’origine de la voie mésolimbique dopaminergique, une voie impliquée de façon cruciale dans la manifestation des comportements dirigés. L’importance de cette projection habenulaire pour le comportement demeure encore méconnue. Ainsi, l’objectif de cette étude est d’approfondir notre compréhension du rôle de régulation de l’HbL sur les comportements dépendants de la neurotransmission dopaminergique. MATÉRIEL ET MÉTHODES: Des rats adultes mâles Sprague-Dawley ont été anesthésiés avec de l’isofluorane et installés sur un appareil stéréotaxique. L’acide iboténique, une neurotoxine agoniste des récepteurs glutamatergiques, était infusée bilatéralement dans l’HbL (0,25 μg/0,25 μl/côté). Les rats du groupe contrôle recevaient des infusions NaCl 0,9%. Les rats de l’expérience d’autostimulation intracérébrale (ASIC) étaient aussi implantés d’une électrode monopolaire dans le mésencéphale postérieur. Un groupe de rats était testé pour leur réponse de locomotion à l’amphétamine (0; 0,5 ou 1 mg/kg, intrapéritonéal), dix jours suivant la lésion de l’HbL. La locomotion était mesurée dans des chambres d’activité, chacune équipée de deux faisceaux parallèles infrarouges. Le jour du test, les rats étaient pesés et placés dans la chambre d’activité puis leur activité locomotrice de base était mesurée pendant une heure. Les rats recevaient ensuite une dose d’amphétamine ou le véhicule (NaCl 0,9%) par voie intrapéritonéale et l’activité locomotrice était mesurée pendant deux heures supplémentaires. Un groupe de rats distinct a été utilisé dans l’expérience d’ASIC. Commençant sept jours suivant la lésion, les rats étaient entraînés à appuyer sur un levier afin de s’autoadministrer des stimulations électriques, au cours de sessions quotidiennes. Nous avons ensuite mesuré chacun des taux de réponses d’une série de stimulations aux fréquences décroissantes. À partir d’une courbe réponses-fréquences, le seuil de récompense était inféré par la fréquence de la stimulation nécessaire pour produire une réponse semi-maximale. Les seuils de récompense étaient stabilisés à un niveau similaire pour l’ensemble des rats. Enfin, l’effet sur la récompense de l’amphétamine était testé aux mêmes doses employées pour l’expérience de locomotion. RÉSULTATS: Une lésion neurotoxique de l’HbL n’a pas altéré les niveaux de base de l’activité locomotrice dans chaque groupe. Cependant, une telle lésion a potentialisé l’effet de locomotion de l’amphétamine (1 mg/kg) pendant la première heure suivant son administration, et une tendance similaire était observable pendant la seconde heure. À l’inverse, nous n’avons observé aucune interaction entre une lésion à l’HbL et l’effet amplificateur sur la récompense de l’amphétamine. CONCLUSION: Nos résultats révèlent une importante contribution fonctionnelle de l’HbL à la locomotion induite par l’activation de la voie mésolimbique dopaminergique avec une dose de 1 mg/kg d’amphétamine. À l’opposé, aucun effet sur la récompense n’a été observé. Ces résultats suggèrent que l’activation psychomotrice et l’amplifiation de la récompense produite par l’amphétamine dépendent de substrats dissociables, chacun étant différentiellement sensible à la modulation provenant de l’HbL.

Évaluation de la performance des structures des soins de santé primaires du district sanitaire de Labé (Guinée)

Contexte : En République de Guinée, depuis 1984, l’ensemble des structures de soins ont intégré le programme de Soins de santé primaires et Médicaments Essentiels (PEV/SSP/ME). Pour la réalisation de ce programme, d’importants efforts et des sommes des millions de dollars ont été investis, mais les indicateurs de santé du pays sont toujours des plus alarmants du monde (EDS- 2005). Objectif : Evaluer la performance des structures de soins de santé primaires (SSP) d’un district sanitaire guinéen à partir des documents administratifs suivi d’une enquête sur la satisfaction des prestataires et des bénéficiaires et des parties prenantes du district. Méthodologie : Il s’agit d’une étude descriptive de cas touchant 10 des 18 structures de soins de santé primaires du district sanitaire de Labé. Elle porte sur une analyse quantitative de résultats de 10 contrôles semestriels (2004-2009) et sur une analyse qualitative composée d’entretiens menés auprès de 308 bénéficiaires et de quelques membres des Comités de gestion des structures pour apprécier le niveau de performance des structures ciblées. Résultats : Toutes les structures publiques du district sanitaire sous étude étaient intégrées1. Malgré cela, la tendance moyenne des consultations affiche une allure sinusoïdale (fluctuante). Bien que la disponibilité, l’accessibilité, l’utilisation et la couverture adéquate et effective des services de Consultation Primaire Curative (CPC) et de Planification Familiale (PF) n’ont pas connu d’amélioration durant la période de 2004 à 2009. La tendance moyenne de la Consultation prénatale (CPN) et celle de la Vaccination (VA) se sont améliorées au cours de la période d’étude. Les prestataires de services SSP déclarent être assez satisfaits de leur formation mais ne le sont pas pour leur condition de travail surtout ceux du milieu rural (faible rémunération, environnement difficile), qualité moindre de la supervision et ruptures fréquentes de stock en médicaments essentiels. Pour les bénéficiaires, leur satisfaction se limite au respect de leurs valeurs culturelles et de leur interaction avec les prestataires de soins. Cependant, ils déplorent le long temps d’attente, la mauvaise qualité de l’accueil, les coûts élevés des prestations et le manque d’équité qui sont des facteurs qualifiés comme des éléments de contreperformance des structures. Pour les autorités et des parties prenantes, la rupture des stocks en médicaments essentiels, le manque d’équipements et la faible motivation des prestataires sont les facteurs majeurs qui entravent la performance des structures sanitaires, surtout en milieu rural. Conclusion : Malgré l’intégration du programme des SSP dans les structures de SSP du district sanitaire de Labé, on note encore une insuffisance de leur utilisation, la faiblesse de la couverture, le manque de suivi et supervision des structures Une étude actualisée et plus étendue pourrait mieux cerner le sujet.