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Contribution à la détection de fragilité de structures en béton armé : méthodologies d'instrumentation à l'aide de capteurs piézoélectriques / Contribution to the detection of fragility of reinforced concrete structures : instrumentation methodologies using piezoelectric sensorsBelisario Briceno, Andrés 16 September 2016 (has links)
Depuis plusieurs années l'équipe de recherche S4M se concentre sur une approche technologique de la SHM avec pour objectif la surveillance de systèmes complexes par des capteurs intelligents distribués: le Smart Sensing. L'équipe S4M conduit des travaux d'instrumentation de structures complexes au travers du déploiement de systèmes de surveillance distribués et de recherche de marqueurs de vieillissement par la mesure et l'exploitation de signaux via des capteurs MEMS déployés. Différents domaines ont déjà été adressés avec des travaux conduits conjointement avec des constructeurs aéronautiques. Ce travail de recherche, effectué en partenariat avec le laboratoire LMDC de l'INSA se focalise sur le matériau de type béton renforcé par des plaques composites, comme structure hétérogène nécessitant une surveillance périodique et/ou continue. Un des enjeux est de contrôler la maintenance préventive ou le surdimensionnement par des coefficients de confiance en proposant une méthode de contrôle non destructif. Notre objectif de recherche est de contribuer dans la recherche d'une ou de signature(s) dans des signaux mesurés par des capteurs piezo en réponse à des impulsions générant la propagation d'ondes mécaniques témoignant un vieillissement ou un endommagement de la structure poutre en béton armé. / For several years the research team S4M focuses on a technological approach to SHM with the aim for monitoring of complex systems by intelligent sensors distributed: Smart Sensing. The S4M team led instrumentation complex structures work through the deployment of distributed monitoring systems and search for markers of aging by measuring and operating signals through deployed MEMS sensors. Different areas have already been addressed with the work conducted jointly with aircraft manufacturers. This research, conducted in partnership with the LMDC-INSA laboratory focuses on the concrete like material reinforced composite plates as heterogeneous structure requiring periodic or continuous monitoring. One of the challenges is to control preventive maintenance or oversizing trusted coefficients by providing a non-destructive testing method. Our research goal is to help in the search for a signature in the signals measured by piezo sensors in response to pulses generating propagation of mechanical waves reflecting an aging or damage to the beam structure of reinforced concrete.
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Design of a vehicle automatic emergency pullover system for automated driving with implementation on a simulatorJavaid, Wasif 05 1900 (has links)
Indiana University-Purdue University Indianapolis (IUPUI) / This thesis addresses a critical issue of automotive safety. As traffic is increasing
on the roads day by day, road safety is also a very important concern. Driving
simulators can play an extensive role in the development and testing of advanced
safety systems in peculiar traffic environments, respectively. Advanced Driver Assist
Systems (ADAS) are getting enormous reputation but there is still need for more
improvements.
This thesis presents a design of an Automatic Emergency Pullover (AEP) strategy
using active safety systems for a semi-autonomous vehicle. The idea for this
system is that a moving vehicle equipped with an AEP system can automatically
pull over on the roadside safely when the driver is considered incapable of driving.
Furthermore, AEP supporting features such as; Lane Keeping Assist, Blind Spot
Monitoring, Vehicle and Pedestrian Automatic Emergency Braking, Adaptive Cruise
Control are also included in this work. The designs for application of each system
have been explained along with its algorithms, model development, component architecture, simulation results, vehicular/pedestrian behavior and trajectory precision
on software tools provided by Realtime Technologies, Inc. All major variables which
influence the performance of vehicle after AEP activation, have been observed and remodeled according to control algorithms. The implementation of AEP system which
can control vehicle dynamics has been verified with the help of simulation results.
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Bayesian Damage Detection for Vibration Based Bridge Health Monitoring / 振動計測による橋梁ヘルスモニタリングのためのベイズ的損傷検知Goi, Yoshinao 26 March 2018 (has links)
京都大学 / 0048 / 新制・課程博士 / 博士(工学) / 甲第21080号 / 工博第4444号 / 新制||工||1691(附属図書館) / 京都大学大学院工学研究科社会基盤工学専攻 / (主査)教授 KIM Chul-Woo, 教授 杉浦 邦征, 教授 八木 知己 / 学位規則第4条第1項該当 / Doctor of Philosophy (Engineering) / Kyoto University / DFAM
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An Integrated System for Sweat Stimulation, Sampling and SensingHauke, Adam J. 11 October 2018 (has links)
No description available.
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Phase Locked Loop Based Signal Processing Approach for the Health Monitoring of Power Systems from their RF EmissionsDasari, Rachana Shukthija January 2018 (has links)
No description available.
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A Method of Structural Health Monitoring for Unpredicted Combinations of DamageButler, Martin A. January 2019 (has links)
No description available.
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Spectrally Formulated User-Defined Element in Abaqus for Wave Motion Analysis and Health Monitoring of Composite StructuresKhalili, Ashkan 06 May 2017 (has links)
Wave propagation analysis in 1-D and 2-D composite structures is performed efficiently and accurately through the formulation of a User-Defined Element (UEL) based on the wavelet spectral finite element (WSFE) method. The WSFE method is based on the first order shear deformation theory which yields accurate results for wave motion at high frequencies. The wave equations are reduced to ordinary differential equations using Daubechies compactly supported, orthonormal, wavelet scaling functions for approximations in time and one spatial dimension. The 1-D and 2-D WSFE models are highly efficient computationally and provide a direct relationship between system input and output in the frequency domain. The UEL is formulated and implemented in Abaqus for wave propagation analysis in composite structures with complexities. Frequency domain formulation of WSFE leads to complex valued parameters, which are decoupled into real and imaginary parts and presented to Abaqus as real values. The final solution is obtained by forming a complex value using the real number solutions given by Abaqus. Several numerical examples are presented here for 1-D and 2-D composite waveguides. Wave motions predicted by the developed UEL correlate very well with Abaqus simulations using shear flexible elements. The results also show that the UEL largely retains computational efficiency of the WSFE method and extends its ability to model complex features. An enhanced cross-correlation method (ECCM) is developed in order to accurately predict damage location in plates. Three major modifications are proposed to the widely used cross-correlation method (CCM) to improve damage localization capabilities, namely actuator-sensor configuration, signal pre-processing method, and signal post-processing method. The ECCM is investigated numerically (FEM simulation) and experimentally. Experimental investigations for damage detection employ a PZT transducer as actuator and laser Doppler vibrometer as sensor. Both numerical and experimental results show that the developed method is capable of damage localization with high precision. Further, ECCM is used to detect and localize debonding in a composite material skin-stiffener joint. The UEL is used to represent the healthy case whereas the damaged case is simulated using Abaqus. It is shown that the ECCM successfully detects the location of the debond in the skin-stiffener joint.
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Embedded Carbon Nanotube Thread Strain and Damage Sensor for Composite MaterialsHehr, Adam J. 10 October 2013 (has links)
No description available.
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Effects of Wind on Piezoelectric Lamb Wave-based Health MonitoringRamsey, James Jehiel January 2006 (has links)
No description available.
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Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health MonitoringZanjanizadeh, Vahid 23 December 2009 (has links)
No description available.
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