Dynamic cluster scheduling for cluster-tree WSNs

While Cluster-Tree network topologies look promising for WSN applications with timeliness and energy-efficiency requirements, we are yet to witness its adoption in commercial and academic solutions. One of the arguments that hinder the use of these topologies concerns the lack of flexibility in adapting to changes in the network, such as in traffic flows. This paper presents a solution to enable these networks with the ability to self-adapt their clusters’ duty-cycle and scheduling, to provide increased quality of service to multiple traffic flows. Importantly, our approach enables a network to change its cluster scheduling without requiring long inaccessibility times or the re-association of the nodes. We show how to apply our methodology to the case of IEEE 802.15.4/ZigBee cluster-tree WSNs without significant changes to the protocol. Finally, we analyze and demonstrate the validity of our methodology through a comprehensive simulation and experimental validation using commercially available technology on a Structural Health Monitoring application scenario.

Técnicas de deteção de dano estrutural com base na monitorização

Ao longo dos últimos anos, acompanhada da evolução tecnológica, da dificuldade da inspeção visual e da consciencialização dos efeitos de uma má inspeção, verificou-se uma maior sensibilidade para a importância da monitorização estrutural, principalmente nas grandes infra-estruturas de engenharia civil. Os sistemas de monitorização estrutural permitem o acompanhamento contínuo do comportamento de uma determinada estrutura de tal forma que com os dados obtidos, é possível avaliar alterações no comportamento da mesma. Com isso, tem-se desenvolvido e implementado estratégias de identificação de danos estruturais com o intuito de aumentar a fiabilidade estrutural e evitar precocemente que alterações na condição da estrutura possam evoluir para situações mais severas. Neste contexto, a primeira parte desta dissertação consiste numa introdução à monitorização estrutural e à deteção de dano estrutural. Relativamente à monitorização, são expostos os seus objetivos e os princípios da sua aplicação. Conjuntamente são apresentados e descritos os principais sensores e são explicadas as funcionalidades de um sistema de aquisição de dados. O segundo tema aborda a importância da deteção de dano introduzindo os métodos estudados neste trabalho. Destaca-se o método das linhas de influência, o método da curvatura dos modos de vibração e o método da transformada de wavelet. Na segunda parte desta dissertação são apresentados dois casos de estudo. O primeiro estudo apresenta uma componente numérica e uma componente experimental. Estuda-se um modelo de viga que se encontra submetida a vários cenários de dano e valida-se a capacidade do método das linhas de influência em detetar e localizar essas anomalias. O segundo estudo consiste na modelação numérica de uma ponte real, na posterior simulação de cenários de dano e na análise comparativa da eficácia de cada um dos três métodos de deteção de dano na identificação e localização dos danos simulados. Por último, são apresentadas as principais conclusões deste trabalho e são sugeridos alguns tópicos a explorar na elaboração de trabalhos futuros.

Evaluation of a Bridge Constructed using High Performance Steel, May 2006

Of the approximately 25,000 bridges in Iowa, 28% are classified as structurally deficient, functionally obsolete, or both. Because many Iowa bridges require repair or replacement with a relatively limited funding base, there is a need to develop new bridge materials that may lead to longer life spans and reduced life-cycle costs. In addition, new and effective methods for determining the condition of structures are needed to identify when the useful life has expired or other maintenance is needed. Due to its unique alloy blend, high-performance steel (HPS) has been shown to have improved weldability, weathering capabilities, and fracture toughness than conventional structural steels. Since the development of HPS in the mid-1990s, numerous bridges using HPS girders have been constructed, and many have been economically built. The East 12th Street Bridge, which replaced a deteriorated box girder bridge, is Iowa’s first bridge constructed using HPS girders. The new structure is a two-span bridge that crosses I-235 in Des Moines, Iowa, providing one lane of traffic in each direction. A remote, continuous, fiber-optic based structural health monitoring (SHM) system for the bridge was developed using off-the-shelf technologies. In the system, sensors strategically located on the bridge collect raw strain data and then transfer the data via wireless communication to a gateway system at a nearby secure facility. The data are integrated and converted to text files before being uploaded automatically to a website that provides live strain data and a live video stream. A data storage/processing system at the Bridge Engineering Center in Ames, Iowa, permanently stores and processes the data files. Several processes are performed to check the overall system’s operation, eliminate temperature effects from the complete strain record, compute the global behavior of the bridge, and count strain cycles at the various sensor locations.

Integration of Bridge Damage Detection Concepts and Components (3 volumes), TR-636, 2013

This work is divided into three volumes: Volume I: Strain-Based Damage Detection; Volume II: Acceleration-Based Damage Detection; Volume III: Wireless Bridge Monitoring Hardware. Volume I: In this work, a previously-developed structural health monitoring (SHM) system was advanced toward a ready-for-implementation system. Improvements were made with respect to automated data reduction/analysis, data acquisition hardware, sensor types, and communication network architecture. The statistical damage-detection tool, control-chart-based damage-detection methodologies, were further investigated and advanced. For the validation of the damage-detection approaches, strain data were obtained from a sacrificial specimen attached to the previously-utilized US 30 Bridge over the South Skunk River (in Ames, Iowa), which had simulated damage,. To provide for an enhanced ability to detect changes in the behavior of the structural system, various control chart rules were evaluated. False indications and true indications were studied to compare the damage detection ability in regard to each methodology and each control chart rule. An autonomous software program called Bridge Engineering Center Assessment Software (BECAS) was developed to control all aspects of the damage detection processes. BECAS requires no user intervention after initial configuration and training. Volume II: In this work, a previously developed structural health monitoring (SHM) system was advanced toward a ready-for-implementation system. Improvements were made with respect to automated data reduction/analysis, data acquisition hardware, sensor types, and communication network architecture. The objective of this part of the project was to validate/integrate a vibration-based damage-detection algorithm with the strain-based methodology formulated by the Iowa State University Bridge Engineering Center. This report volume (Volume II) presents the use of vibration-based damage-detection approaches as local methods to quantify damage at critical areas in structures. Acceleration data were collected and analyzed to evaluate the relationships between sensors and with changes in environmental conditions. A sacrificial specimen was investigated to verify the damage-detection capabilities and this volume presents a transmissibility concept and damage-detection algorithm that show potential to sense local changes in the dynamic stiffness between points across a joint of a real structure. The validation and integration of the vibration-based and strain-based damage-detection methodologies will add significant value to Iowa’s current and future bridge maintenance, planning, and management Volume III: In this work, a previously developed structural health monitoring (SHM) system was advanced toward a ready-for-implementation system. Improvements were made with respect to automated data reduction/analysis, data acquisition hardware, sensor types, and communication network architecture. This report volume (Volume III) summarizes the energy harvesting techniques and prototype development for a bridge monitoring system that uses wireless sensors. The wireless sensor nodes are used to collect strain measurements at critical locations on a bridge. The bridge monitoring hardware system consists of a base station and multiple self-powered wireless sensor nodes. The base station is responsible for the synchronization of data sampling on all nodes and data aggregation. Each wireless sensor node include a sensing element, a processing and wireless communication module, and an energy harvesting module. The hardware prototype for a wireless bridge monitoring system was developed and tested on the US 30 Bridge over the South Skunk River in Ames, Iowa. The functions and performance of the developed system, including strain data, energy harvesting capacity, and wireless transmission quality, were studied and are covered in this volume.

A Feasibility Study on Embedded Micro-Electromechanical Sensors and Systems (MEMS) for Monitoring Highway Structures, TR-575, 2011

Micro-electromechanical systems (MEMS) provide vast improvements over existing sensing methods in the context of structural health monitoring (SHM) of highway infrastructure systems, including improved system reliability, improved longevity and enhanced system performance, improved safety against natural hazards and vibrations, and a reduction in life cycle cost in both operating and maintaining the infrastructure. Advancements in MEMS technology and wireless sensor networks provide opportunities for long-term continuous, real-time structural health monitoring of pavements and bridges at low cost within the context of sustainable infrastructure systems. The primary objective of this research was to investigate the use of MEMS in highway structures for health monitoring purposes. This study focused on investigating the use of MEMS and their potential applications in concrete through a comprehensive literature review, a vendor survey, and a laboratory study, as well as a small-scale field study. Based on the comprehensive literature review and vendor survey, the latest information available on off-the-shelf MEMS devices, as well as research prototypes, for bridge, pavement, and traffic applications were synthesized. A commercially-available wireless concrete monitoring system based on radio-frequency identification (RFID) technology and off-the-shelf temperature and humidity sensors were tested under controlled laboratory and field conditions. The test results validated the ability of the RFID wireless concrete monitoring system in accurately measuring the temperature both inside the laboratory and in the field under severe weather conditions. In consultation with the project technical advisory committee (TAC), the most relevant MEMS-based transportation infrastructure research applications to explore in the future were also highlighted and summarized.

Evaluation of Steel Bridges, Volumes I & II, TR-493, 2007

This report is divided into two volumes. This volume (Volume I) summarizes a structural health monitoring (SHM) system that was developed for the Iowa DOT to remotely and continuously monitor fatigue critical bridges (FCB) to aid in the detection of crack formation. The developed FCB SHM system enables bridge owners to remotely monitor FCB for gradual or sudden damage formation. The SHM system utilizes fiber bragg grating (FBG) fiber optic sensors (FOSs) to measure strains at critical locations. The strain-based SHM system is trained with measured performance data to identify typical bridge response when subjected to ambient traffic loads, and that knowledge is used to evaluate newly collected data. At specified intervals, the SHM system autonomously generates evaluation reports that summarize the current behavior of the bridge. The evaluation reports are collected and distributed to the bridge owner for interpretation and decision making. Volume II summarizes the development and demonstration of an autonomous, continuous SHM system that can be used to monitor typical girder bridges. The developed SHM system can be grouped into two main categories: an office component and a field component. The office component is a structural analysis software program that can be used to generate thresholds which are used for identifying isolated events. The field component includes hardware and field monitoring software which performs data processing and evaluation. The hardware system consists of sensors, data acquisition equipment, and a communication system backbone. The field monitoring software has been developed such that, once started, it will operate autonomously with minimal user interaction. In general, the SHM system features two key uses. First, the system can be integrated into an active bridge management system that tracks usage and structural changes. Second, the system helps owners to identify damage and deterioration.

Wireless Sensor Networks for Infrastructure Monitoring, TR-611, 2010

A good system of preventive bridge maintenance enhances the ability of engineers to manage and monitor bridge conditions, and take proper action at the right time. Traditionally infrastructure inspection is performed via infrequent periodical visual inspection in the field. Wireless sensor technology provides an alternative cost-effective approach for constant monitoring of infrastructures. Scientific data-acquisition systems make reliable structural measurements, even in inaccessible and harsh environments by using wireless sensors. With advances in sensor technology and availability of low cost integrated circuits, a wireless monitoring sensor network has been considered to be the new generation technology for structural health monitoring. The main goal of this project was to implement a wireless sensor network for monitoring the behavior and integrity of highway bridges. At the core of the system is a low-cost, low power wireless strain sensor node whose hardware design is optimized for structural monitoring applications. The key components of the systems are the control unit, sensors, software and communication capability. The extensive information developed for each of these areas has been used to design the system. The performance and reliability of the proposed wireless monitoring system is validated on a 34 feet span composite beam in slab bridge in Black Hawk County, Iowa. The micro strain data is successfully extracted from output-only response collected by the wireless monitoring system. The energy efficiency of the system was investigated to estimate the battery lifetime of the wireless sensor nodes. This report also documents system design, the method used for data acquisition, and system validation and field testing. Recommendations on further implementation of wireless sensor networks for long term monitoring are provided.

Implementation of a Pilot Continuous Monitoring System: Iowa Falls Arch Bridge, HR-1088, 2015

The goal of this work was to move structural health monitoring (SHM) one step closer to being ready for mainstream use by the Iowa Department of Transportation (DOT) Office of Bridges and Structures. To meet this goal, the objective of this project was to implement a pilot multi-sensor continuous monitoring system on the Iowa Falls Arch Bridge such that autonomous data analysis, storage, and retrieval can be demonstrated. The challenge with this work was to develop the open channels for communication, coordination, and cooperation of various Iowa DOT offices that could make use of the data. In a way, the end product was to be something akin to a control system that would allow for real-time evaluation of the operational condition of a monitored bridge. Development and finalization of general hardware and software components for a bridge SHM system were investigated and completed. This development and finalization was framed around the demonstration installation on the Iowa Falls Arch Bridge. The hardware system focused on using off-the-shelf sensors that could be read in either “fast” or “slow” modes depending on the desired monitoring metric. As hoped, the installed system operated with very few problems. In terms of communications—in part due to the anticipated installation on the I-74 bridge over the Mississippi River—a hardline digital subscriber line (DSL) internet connection and grid power were used. During operation, this system would transmit data to a central server location where the data would be processed and then archived for future retrieval and use. The pilot monitoring system was developed for general performance evaluation purposes (construction, structural, environmental, etc.) such that it could be easily adapted to the Iowa DOT’s bridges and other monitoring needs. The system was developed allowing easy access to near real-time data in a format usable to Iowa DOT engineers.

Remote Continuous Evaluation of a Bridge Constructed Using High-Performance Steel, 2006

Of the approximately 25,000 bridges in Iowa, 28% are classified as structurally deficient, functionally obsolete, or both. The state of Iowa thus follows the national trend of an aging infrastructure in dire need of repair or replacement with a relatively limited funding base. Therefore, there is a need to develop new materials with properties that may lead to longer life spans and reduced life-cycle costs. In addition, new methods for determining the condition of structures are needed to monitor the structures effectively and identify when the useful life of the structure has expired or other maintenance is needed. High-performance steel (HPS) has emerged as a material with enhanced weldability, weathering capabilities, and fracture toughness compared to conventional structural steels. In 2004, the Iowa Department of Transportation opened Iowa's first HPS girder bridge, the East 12th Street Bridge over I-235 in Des Moines, Iowa. The objective of this project was to evaluate HPS as a viable option for use in Iowa bridges with a continuous structural health monitoring (SHM) system. The scope of the project included documenting the construction of the East 12th Street Bridge and concurrently developing a remote, continuous SHM system using fiber-optic sensing technology to evaluate the structural performance of the bridge. The SHM system included bridge evaluation parameters, similar to design parameters used by bridge engineers, for evaluating the structure. Through the successful completion of this project, a baseline of bridge performance was established that can be used for continued long-term monitoring of the structure. In general, the structural performance of the HPS bridge exceeded the design parameters and is performing well. Although some problems were encountered with the SHM system, the system functions well and recommendations for improving the system have been made.

Le dilemme de la promotion de la santé en Amérique latine : les cas de l’Argentine et du Brésil

À partir des années 1980, la théorisation de la promotion de la santé et sa mise en place font partie de l’agenda des organisations internationales de santé et de plusieurs gouvernements. Cependant, une certaine tension est observable dans la compréhension de la promotion de la santé, et ce, dès ses débuts. En effet, elle est conçue en général selon une approche comportementale comme stratégie pour le changement de comportements individuels ou collectifs qui met l’accent sur les facteurs de risque et très peu fréquemment conçue selon une approche structurelle, incluant une action sur les déterminants structurels des sociétés responsables de l’état de santé des populations dans une mesure plus importante que les systèmes de soins. Cette recherche qualitative –étude de cas multiples- menée en Argentine et au Brésil, vise à analyser la place et la compréhension de la promotion de la santé dans les politiques nationales de santé de deux pays à travers l’analyse du processus d’élaboration des politiques publiques. Nous viserons à distinguer la promotion de la santé en tant que comportementale ou structurelle et à expliquer les raisons pour lesquelles elle est comprise de telle ou telle autre façon. Finalement, nous essayerons d’identifier les opportunités pour qu’une approche structurelle de la promotion de la santé soit adoptée dans la politique nationale de santé. Les données analysées proviennent d’entrevues semi-structurées (n=28) et de documents divers : sites gouvernementaux sur Internet, documents remis par les interviewés, documents officiels, soit gouvernementaux, soit des organismes de coopération et de financement. Notre cadre conceptuel s’est inspiré des trois modèles : celui du changement des politiques publiques de Sabatier et Jenkins-Smith (1999 ; 2009), celui des courants politiques de Kingdon (1984) et le cadre conceptuel proposé par Walt (1994) pour l’analyse du rôle des organisations internationales. Nous avons identifié deux niveaux d’analyse : l’organisation de l’État et le sous-système de santé. Nous avons aussi tenu compte de l’influence des événements externes et des organisations internationales de coopération technique et de financement. Notre démarche vise à observer, à analyser et à comprendre la façon dont ces niveaux influencent la place et la compréhension de la promotion de la santé dans la politique nationale de santé. La perspective temporelle de plus de douze années nous a permis de mener une analyse sur plusieurs années et de mieux comprendre le changement de la politique de santé à différents moments de son histoire ainsi que l’identification des acteurs et des coalitions les plus importants depuis l’origine des champs de la santé publique dans les deux pays. Les résultats de notre analyse montrent que la promotion de la santé – conçue selon une approche structurelle – ne fait pas encore partie du courant principal de la politique nationale de santé dans aucun des deux pays. Cependant, les explications diffèrent : En Argentine, on observe un sous-système de santé fragmenté avec prédominance du modèle médical ; les actions menées renforcent ce fonctionnement en ne permettant pas la discussion à propos des valeurs sous-jacentes à l’organisation du système de santé ni sur son changement en fonction des besoins de santé du pays. Au Brésil, la réforme sanitaire questionne le modèle préexistant et arrive à instaurer la santé comme droit au niveau de l’État. L’accent mis sur l’organisation des services réduit la compréhension de la promotion de la santé à une « politique nationale de promotion de la santé » qui vise le changement des comportements. L’analyse du rôle des organisations internationales montre deux situations différentes dans les deux pays : pour l’Argentine, il existe une dépendance majeure autant à l’agenda qu’au financement de ces organisations. Le manque d’un agenda national en matière de promotion de la santé fait que le pays adopte l’agenda international avec très peu des questionnements. Dans le cas du Brésil, la situation est bien différente et on observe une capacité importante à négocier avec la coopération internationale. Cela se fait aussi avec un intérêt du pays pour l’adoption de l’agenda des organisations internationales dans le but d’une reconnaissance et de sa participation à des instances internationales. Alors, pour des raisons différentes, les deux pays adoptent l’agenda international de la promotion de la santé avec une approche comportementale. À partir de notre recherche, nous considérons que cinq réflexions doivent guider l’analyse de la promotion de la santé en Amérique latine : 1) Les processus de réforme de l’État des années 1990 et ses conséquences actuelles (type de réforme, valeurs sociétales, arrangements constitutionnels) ; 2) Les processus de réforme des systèmes de santé avec un regard sur la composante de décentralisation (réforme sanitaire ou administrative ?, quel modèle prédomine dans le champ de la santé publique ?) ; 3) La revalorisation des soins primaires de santé de la fin des années 1990 (quel impact dans le pays ?) ; 4) La tendance à la réduction des propositions élargies autant des politiques que des programmes ; et 5) Les défis actuels des systèmes de santé (travailler avec d’autres secteurs pour produire de la santé, pour incorporer et pour mieux maîtriser les déterminants sociaux et structuraux de santé). Les résultats de notre analyse nous permettent d’identifier l’importance du rôle du gouvernement national par rapport au développement et à la compréhension de la promotion de la santé. De plus, cette recherche montre que même s’il existe une influence du contexte et de l’idéologie du gouvernement sur la compréhension de la promotion et l’inclusion des déterminants sociaux de santé, c’est l’organisation de l’État avec ces valeurs de base qui sera déterminante dans la création des conditions pour le développement d’une promotion de la santé structurelle. Alors que la littérature sur la promotion de la santé accorde encore très peu de place au rôle du niveau national et de l’État dans son développement, il est clair que ces derniers ont un impact fondamental sur la place de la promotion de la santé dans la politique et sur la façon de la comprendre et de la mettre en place. Les théories utilisées pour cette recherche nous ont aidée à modéliser notre cadre conceptuel et à mener une démarche d’analyse des politiques publiques. Cette démarche permet d’améliorer les connaissances sur le changement de la politique nationale de santé par rapport à la promotion de la santé en tenant compte des dynamiques gouvernementales, champ peu exploré encore. Ce cadre conceptuel, à la fois souple et rigoureux, pourrait s’avérer approprié pour mener d’autres recherches similaires portant sur la place et la compréhension de la promotion de la santé dans les politiques nationales de santé dans d’autres pays de l’Amérique latine.

Visión y análisis de las propuestas de reforma al Sistema General de Seguridad Social en Salud en Colombia, vigencia 2012-2013

Con la Constitución Política de 1991, se inicia una nueva estructura funcional en el país a partir de los preceptos consagrados en la carta magna como un estado social de derecho, situación que no fue ajena al sector salud en el cual se estableció la seguridad social como un servicio público basado en los principios fundamentales de universalidad, solidaridad y eficiencia, enunciados que fueron plasmados entre otros en la Ley 100 de 1993, la cual incorporó estos elementos que resultaban innovadores en el contexto. Hoy después de 18 años de promulgada la Ley, se ha generado un modelo estructural que ha permitido mejorar los resultados en esta área, que si bien posee falencias en algunos de sus componentes (Acceso, Flujo de Recursos, Salud Pública), las mismas pueden ser superadas, con una reforma estructural al sistema que elimine los intereses particulares de los diferentes actores al momento de su elaboración y promulgación. Uno de los avances significativos en la reforma al sistema es la promulgación de la salud como derecho fundamental, inherente al ser humano, otorgando el carácter de inalienable, imprescriptible y sagrado, dejando en segundo plano su condición prestacional establecida. El derecho a la salud tendrá como eje principal la salud pública armonizada con la promoción y prevención, diagnóstico y tratamiento integral de la enfermedad, las cuales deben ser articuladas con las políticas sociales, ambientales, culturales y económicas que permitan incidir en los determinantes sociales de la salud para mejorar la calidad de vida de la población. La reforma a la salud en el eje de la financiación como se encuentra propuesta, no generará cambios sustanciales toda vez que se avanza hacia un sistema en que el estado será el principal actor con las funciones afiliación, recaudo, pago, giro o transferencia de los recursos, responsable de la información. Sin embargo la administración del riesgo en salud seguirá delegada, función que es determinante para la administración de los recursos del sistema, en resumen se demuestra el interés del estado en retomar la gobernanza y su empoderamiento como administrador de lo público, sin que esto responda a las necesidades de cambio en el sistema de salud.

Transducer Loading Effect on the Performance of PZT-Based SHM Systems

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Optimal Frequency Range Selection for PZT Transducers in Impedance-Based SHM Systems

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Experimental damage detection grammian matrix

Structural Health Monitoring (SHM) has diverse potential applications, and many groups work in the development of tools and techniques for monitoring structural performance. These systems use arrays of sensors and can be integrated with remote or local computers. There are several different approaches that can be used to obtain information about the existence, location and extension of faults by non destructive tests. In this paper an experimental technique is proposed for damage location based on an observability grammian matrix. The dynamic properties of the structure are identified through experimental data using the eigensystem realization algorithm (ERA). Experimental tests were carried out in a structure through varying the mass of some elements. Output signals were obtained using accelerometers.

Damage Detection in Flexible Plate Using Lamb Waves

This paper presents an experimental technique for structural health monitoring (SHM) based on Lamb waves approach in an aluminum plate using piezoelectric material as actuators and sensors. Lamb waves are a form of elastic perturbation that remains guided between two parallel free surfaces, such as the upper and lower surfaces of a plate, beam or shelf. Lamb waves are formed when the actuator excites the surface of the structure with a pulse after receiving a signal. Two PZTs were placed in the plate surface and one of them was used to send a predefined wave through the structure. Thus, the other PZT (adjacent) becomes the sensor. Using this methodology, this paper presents one case of damage detection considering the aluminum plate in the free-free-free-free boundary condition. The damage was simulated by adding additional mass on the plate. It is proposed two damage detection indexes obtained from the experimental signal, involving the Fast Fourier Transform (FFT) and the power spectral density (PSD) that were computed using the output signal. The results show the viability of the presented methodology to damage detection in smart structures