Spettroscopia di desorbimento termico: progettazione e costruzione di un apparato e primi esperimenti.

L’elaborato descrive la progettazione di un prototipo per misure spettroscopiche di desorbimento termico e i primi esperimenti effettuati con esso. Vengono descritti in dettaglio gli strumenti peculiari di tale apparato, come lo spettrometro di massa quadrupolo e la pompa a diffusione e le parti costruite ad hoc per tale dispositivo, ovvero la struttura del portacampione e del sostegno al forno utilizzato per il riscaldamento delle sostanze analizza- te. Particolare importanza `e posta nella descrizione della parte software del prototipo, che utilizza la tecnologia del DDE (Dynamic Data Exchange) per comunicare i dati tra due programmi diversi operanti su una medesima piattaforma; viene quindi illustrato il funzionamento del software comunicante direttamente con lo spettrometro e del programma LabView creato per il monitoraggio e il salvataggio dei dati raccolti da tale apparato. L’ultima parte dell’elaborato riguarda i primi esperimenti di spettroscopia di desorbimento termico effettuati, comprendendo sia quelli preliminari per testare la qualità del prototipo sia quelli da cui `e possibile ottenere una curva di desorbimento termico per i vari gas analizzati in camera, come ad esempio idrogeno.

Substructuring approache in state space models for dynamic system parameters identification

In the recent decade, the request for structural health monitoring expertise increased exponentially in the United States. The aging issues that most of the transportation structures are experiencing can put in serious jeopardy the economic system of a region as well as of a country. At the same time, the monitoring of structures is a central topic of discussion in Europe, where the preservation of historical buildings has been addressed over the last four centuries. More recently, various concerns arose about security performance of civil structures after tragic events such the 9/11 or the 2011 Japan earthquake: engineers looks for a design able to resist exceptional loadings due to earthquakes, hurricanes and terrorist attacks. After events of such a kind, the assessment of the remaining life of the structure is at least as important as the initial performance design. Consequently, it appears very clear that the introduction of reliable and accessible damage assessment techniques is crucial for the localization of issues and for a correct and immediate rehabilitation. The System Identification is a branch of the more general Control Theory. In Civil Engineering, this field addresses the techniques needed to find mechanical characteristics as the stiffness or the mass starting from the signals captured by sensors. The objective of the Dynamic Structural Identification (DSI) is to define, starting from experimental measurements, the modal fundamental parameters of a generic structure in order to characterize, via a mathematical model, the dynamic behavior. The knowledge of these parameters is helpful in the Model Updating procedure, that permits to define corrected theoretical models through experimental validation. The main aim of this technique is to minimize the differences between the theoretical model results and in situ measurements of dynamic data. Therefore, the new model becomes a very effective control practice when it comes to rehabilitation of structures or damage assessment. The instrumentation of a whole structure is an unfeasible procedure sometimes because of the high cost involved or, sometimes, because it’s not possible to physically reach each point of the structure. Therefore, numerous scholars have been trying to address this problem. In general two are the main involved methods. Since the limited number of sensors, in a first case, it’s possible to gather time histories only for some locations, then to move the instruments to another location and replay the procedure. Otherwise, if the number of sensors is enough and the structure does not present a complicate geometry, it’s usually sufficient to detect only the principal first modes. This two problems are well presented in the works of Balsamo [1] for the application to a simple system and Jun [2] for the analysis of system with a limited number of sensors. Once the system identification has been carried, it is possible to access the actual system characteristics. A frequent practice is to create an updated FEM model and assess whether the structure fulfills or not the requested functions. Once again the objective of this work is to present a general methodology to analyze big structure using a limited number of instrumentation and at the same time, obtaining the most information about an identified structure without recalling methodologies of difficult interpretation. A general framework of the state space identification procedure via OKID/ERA algorithm is developed and implemented in Matlab. Then, some simple examples are proposed to highlight the principal characteristics and advantage of this methodology. A new algebraic manipulation for a prolific use of substructuring results is developed and implemented.

Modelli per l'aggregazione di dati federati: il caso degli orari di apertura degli esercizi commerciali e enti pubblici

Questa tesi tratta di scambio di dati aperti (open data exchange). In particolare, tratta di intervalli temporali con annesse informazioni di vario tipo. Le attività commerciali, come aziende, bar, ristoranti, cinema, teatri, e via dicendo, hanno bisogno di un modo comune per poter condividere i dati inerenti ai propri orari (timetable). Lo scopo di questa tesi è quello di mostrare un modello efficiente, compatto e completo per poter condividere tali informazioni con l'ausilio di formati standard (XML). Oggi giorno esistono diverse soluzioni atte a far fronte a questa necessità ma si tratta di soluzioni incomplete e che gestiscono tali informazioni separatamente. Il problema sorto è quello di avere un'unica struttura che posso unificare informazioni di diverso carattere con gli orari di un'attività: un cinema ha la necessità di fornire orari di diverse proiezioni svolte in sale diverse, una tournée dovrà poter specificare le coordinate geografiche del prossimo evento e così discorrendo.

Sistemi di comunicazione a corto raggio: analisi sperimentale con dispositivi NFC.

Una delle tecnologie radio che negli ultimi anni ha subito il maggior sviluppo è quella dell’identificazione a radio frequenza (Radio Frequency Identification), utilizzata in un gran numero di ambiti quali la logistica, il tracciamento, l’autenticazione e i pagamenti elettronici. Tra le tecnologie specifiche legate all’RFID si ritrova la Near Field Communication (NFC). Questa è una tecnologia di trasmissione dati a corto raggio che rappresenta un’evoluzione dell’RFID. Una delle caratteristiche dell’NFC è quella di instaurare una comunicazione tra due dispositivi in maniera semplice e intuitiva. L’oggetto che instaura la comunicazione è il Reader, nell’ambito RFID è un dispositivo altamente specializzato, poiché può lavorare a diverse frequenze operative. L’elemento innovativo che ha consentito il successo dell’NFC è il fatto che questa tecnologia possa integrare il Reader in uno strumento di comunicazione di largo uso, ovvero lo smartphone. Questo permette di inizializzare lo scambio dati, sia esso di lettura di un circuito integrato passivo o una trasmissione peer-to-peer, a seguito del naturale gesto di avvicinare lo smartphone. Analisti ed esperti del settore sono convinti del successo dell’NFC, nonostante siano state smentite le attese che vedevano l’NFC integrato in oltre la metà dei cellulari entro il 2010. Tra le molteplici applicazioni NFC in questo elaborato ci si soffermerà in particolare sul cosiddetto Smart Poster. Questo utilizzo può essere molto efficace avendo una gamma di impiego molto vasta. Per l’immagazzinamento dei dati nei Tag o nelle Smart Card si è utilizzato un protocollo d’incapsulamento dati chiamato NDEF (NFC Data Exchange Format) trattato nel capitolo 3 di questa trattazione. Nella seconda parte dell’elaborato si è realizzata una sperimentazione per misurare le distanze di funzionamento di cellulari e Reader per PC. In questo ambito si è realizzato quello che si è definito lo Smart Brick, cioè un mattone che comunica con dispositivi NFC grazie all’installazione di un Tag al suo interno. Si parlerà della realizzazione e degli strumenti software/hardware che hanno permesso di realizzare e programmare questo ”mattone elettronico”.

Studio e ricostruzione delle distribuzioni granulometriche interne al grano in motori a propellente solido

The main purposes of this essay were to investigate in detail the burning rate anomaly phenomenon, also known as "Hump Effect", in solid rocket motors casted in mandrel and the mechanisms at the base of it, as well as the developing of a numeric code, in Matlab environment, in order to obtain a forecasting tool to generate concentration and orientation maps of the particles within the grain. The importance of these analysis is due to the fact that the forecasts of ballistics curves in new motors have to be improved in order to reduce the amount of experimental tests needed for the characterization of their ballistic behavior. This graduate work is divided into two parts. The first one is about bidimensional and tridimensional simulations on z9 motor casting process. The simulations have been carried out respectively with Fluent and Flow 3D. The second one is about the analysis of fluid dynamic data and the developing of numeric codes which give information about the concentration and orientation of particles within the grain based on fluid strain rate information which are extrapolated from CFD software.

Connectivity management and dynamic context grouping in mobile heterogenous systems

In the last 10 years the number of mobile devices has grown rapidly. Each person usually brings at least two personal devices and researchers says that in a near future this number could raise up to ten devices per person. Moreover, all the devices are becoming more integrated to our life than in the past, therefore the amount of data exchanged increases accordingly to the improvement of people's lifestyle. This is what researchers call Internet of Things. Thus, in the future there will be more than 60 billions of nodes and the current infrastructure is not ready to keep track of all the exchanges of data between them. Therefore, infrastructure improvements have been proposed in the last years, like MobileIP and HIP in order to facilitate the exchange of packets in mobility, however none of them have been optimized for the purpose. In the last years, researchers from Mid Sweden University created The MediaSense Framework. Initially, this framework was based on the Chord protocol in order to route packets in a big network, but the most important change has been the introduction of PGrids in order to create the Overlay and the persistence. Thanks to this technology, a lookup in the trie takes up to 0.5*log(N), where N is the total number of nodes in the network. This result could be improved by further optimizations on the management of the nodes, for example by the dynamic creation of groups of nodes. Moreover, since the nodes move, an underlaying support for connectivity management is needed. SCTP has been selected as one of the most promising upcoming standards for simultaneous multiple connection's management.

Design and implementation of a testbed for data distribution management

Data Distribution Management (DDM) is a core part of High Level Architecture standard, as its goal is to optimize the resources used by simulation environments to exchange data. It has to filter and match the set of information generated during a simulation, so that each federate, that is a simulation entity, only receives the information it needs. It is important that this is done quickly and to the best in order to get better performances and avoiding the transmission of irrelevant data, otherwise network resources may saturate quickly. The main topic of this thesis is the implementation of a super partes DDM testbed. It evaluates the goodness of DDM approaches, of all kinds. In fact it supports both region and grid based approaches, and it may support other different methods still unknown too. It uses three factors to rank them: execution time, memory and distance from the optimal solution. A prearranged set of instances is already available, but we also allow the creation of instances with user-provided parameters. This is how this thesis is structured. We start introducing what DDM and HLA are and what do they do in details. Then in the first chapter we describe the state of the art, providing an overview of the most well known resolution approaches and the pseudocode of the most interesting ones. The third chapter describes how the testbed we implemented is structured. In the fourth chapter we expose and compare the results we got from the execution of four approaches we have implemented. The result of the work described in this thesis can be downloaded on sourceforge using the following link: https://sourceforge.net/projects/ddmtestbed/. It is licensed under the GNU General Public License version 3.0 (GPLv3).

Dynamic characterisation of four nine-story large-panel R.C. buildings in Bishkek (Kyrgyzstan): A comparison between experimental ambient vibration analysis and numerical finite element modeling

With the outlook of improving seismic vulnerability assessment for the city of Bishkek (Kyrgyzstan), the global dynamic behaviour of four nine-storey r.c. large-panel buildings in elastic regime is studied. The four buildings were built during the Soviet era within a serial production system. Since they all belong to the same series, they have very similar geometries both in plan and in height. Firstly, ambient vibration measurements are performed in the four buildings. The data analysis composed of discrete Fourier transform, modal analysis (frequency domain decomposition) and deconvolution interferometry, yields the modal characteristics and an estimate of the linear impulse response function for the structures of the four buildings. Then, finite element models are set up for all four buildings and the results of the numerical modal analysis are compared with the experimental ones. The numerical models are finally calibrated considering the first three global modes and their results match the experimental ones with an error of less then 20%.