Numerical simulation of blast effects on fibre grout RC panels

The main purpose of the present dissertation is the simulation of the response of fibre grout strengthened RC panels when subjected to blast effects using the Applied Element Method, in order to validate and verify its applicability. Therefore, four experimental models, three of which were strengthened with a cement-based grout, each reinforced by one type of steel reinforcement, were tested against blast effects. After the calibration of the experimental set-up, it was possible to obtain and compare the response to the blast effects of the model without strengthening (reference model), and a fibre grout strengthened RC panel (strengthened model). Afterwards, a numerical model of the reference model was created in the commercial software Extreme Loading for Structures, which is based on the Applied Element Method, and calibrated to the obtained experimental results, namely to the residual displacement obtained by the experimental monitoring system. With the calibration verified, it is possible to assume that the numerical model correctly predicts the response of fibre grout RC panels when subjected to blast effects. In order to verify this assumption, the strengthened model was modelled and subjected to the blast effects of the corresponding experimental set-up. The comparison between the residual and maximum displacements and the bottom surface’s cracking obtained in the experimental and the numerical tests yields a difference of 4 % for the maximum displacements of the reference model, and a difference of 4 and 10 % for the residual and maximum displacements of the strengthened model, respectively. Additionally, the cracking on the bottom surface of the models was similar in both methods. Therefore, one can conclude that the Applied ElementMethod can correctly predict and simulate the response of fibre grout strengthened RC panels when subjected to blast effects.

Development of sandwich panels of customized functionalities for the rehabilitation of the built patrimony

Considering that the future of the construction sector in most European countries will mainly lie in the renovation of the existing building stock, in the next coming years thousands of energy inefficient buildings will need renovation to force EU member states to reach the EU 2020 targets and implement the Energy Performance of Buildings Directive (EPBD). Seeing the actual crisis in the construction sector as an opportunity, this work aims to develop a concept for prefabricated customizable sandwich panels for the multifunctional renovation of buildings, focusing also on technological innovation. More than a conventional solution, this proposal aims to combine sustainable and recycled building materials, available technologies and systems with advanced design and manufacturing tools within an integrated and mass-customizable approach of advanced building renovation prefabricated solutions. The adoption of these new proposed solutions would improve the living standards of the inhabitants of our cities, reducing energy inefficiency and other existing construction/renovation problems, while enabling some advanced features like the incorporation of technical modules that could even monitor the building performance during its full lifetime and the living conditions of its occupants.

Thin panels of cement composites reinforced with recycled fibres for the shear strengthening of reinforced concrete elements

A new technique was developed for producing thin panels of a cement based material reinforced with relatively high content of steel fibres originated from the industry of tyre recycling. Flexural tests with notched and un-notched specimens were carried out to characterize the mechanical properties of this Fibre Reinforced Cement Composite (FRCC) and the results are presented and discussed. The values of the fracture mode I parameters of the developed FRCC were determined by performing inverse analysis with test results obtained in three point notched beam bending tests. To appraise the potentialities of these FRCC panels for the increase of the shear capacity of reinforced (RC) beams, numerical research was performed on the use of developed FRCC panel for shear reinforcement by applying the panels in the lateral faces of RC beams deficiently reinforced in shear.

Time-dependent flexural behaviour of cracked steel fibre reinforced self-compacting concrete panels

In the present work are described and discussed the results of an extensive experimental program that aims to study the long-term behaviour of cracked steel fibre reinforced self-compacting concrete, SFRSCC, applied in laminar structures. In a first stage, the influence of the initial crack opening level (wcr = 0.3 and 0.5 mm), applied stress level, fibre orientation/dispersion and distance from the casting point, on the flexural creep behaviour of SFRSCC was investigated. Moreover, in order to evaluate the effects of the creep phenomenon on the residual flexural strength, a series of monotonic tests were also executed. It was found that wcr = 0.5 mm series showed a higher creep coefficient comparing to the series with a lower initial crack opening. Furthermore, the creep performance of the SFRSCC was influenced by the orientation of the extracted prismatic specimens regarding the direction of the concrete flow within the cast panel.

Shear strengthening of reinforced concrete beams with SHCC-FRP panels

Tese de Doutoramento em Engenharia Civil

Development of sandwich panels of customized functionalities for the rehabilitation of the built patrimony

Dissertação de International Master in Sustainable Built Environment

Conceptions et représentations comparées du "héros" : une catégorie complexe : étude comparative des données épiques grecques et vétérotestamentaires

Ce travail traite de la catégorie du « héros » et s'articule autour d'une comparaison entre les récits de la Grèce antique, principalement la poésie épique, et le Proche-Orient ancien, essentiellement les textes vétérotestamentaires - une étude dont l'objet est dès lors principalement textuel. Partant du constat, si simple mais lourd de conséquence, que le mot français « héros » vient du substantif grec rjpcoç, le texte débute par un travail de décentrement face aux référents contemporains liés à l'emploi du terme dans nos langues modernes : le « héros » n'est pas forcément le rjpcoç. Riche de cette analyse, la deuxième partie du travail se tourne vers l'Antiquité grecque, et plus précisément vers les poésies homérique et hésiodique. L'analyse de l'emploi du vocabulaire héroïque au sein de ces récits permet de cerner plus précisément les diverses figures appelées rjpcoç - figures qui semblent si différentes les unes des autres alors qu'elles partagent un qualificatif commun. Fort de cet apport quant à la compréhension du rjpcoç épique grec, une troisième partie questionne la présence de la catégorie du « héros » dans la Bible hébraïque mais aussi dans ses traductions en langues modernes. Constatant que le mot « héros » n 'apparaît jamais dans les langues anciennes que sont le grec de la LXX ou le latin de la Vulgate, les figures vétérotestamentaires sont repensées dans leur contexte proche- oriental, les voyant sous la lumière du Levant - lumière qui est la leur - et ce grâce au vocabulaire somme toute fort précis de la langue hébraïque. Finalement, une partie conclusive tente de mettre en exergue ce que la comparaison des récits grecs épiques et vétérotestamentaires a permis de soulever quant à leurs catégories « héroïques » respectives. L'enjeu est également de penser de manière critique ce que les cultures occidentales contemporaines nomment « héros », s'appuyant si souvent sur un « double héritage » gréco-romain et judéo-chrétien.

Structural Interactions in Spatial Panels

Until recently, much effort has been devoted to the estimation of panel data regression models without adequate attention being paid to the drivers of diffusion and interaction across cross section and spatial units. We discuss some new methodologies in this emerging area and demonstrate their use in measurement and inferences on cross section and spatial interactions. Specifically, we highlight the important distinction between spatial dependence driven by unobserved common factors and those based on a spatial weights matrix. We argue that, purely factor driven models of spatial dependence may be somewhat inadequate because of their connection with the exchangeability assumption. Limitations and potential enhancements of the existing methods are discussed, and several directions for new research are highlighted.

Testing the Tunnel Effect: Comparison, Age and Happiness in UK and German Panels

In contrast to previous results combining all ages we find positive effects of comparison income on happiness for the under 45s, and negative effects for those over 45. In the BHPS these coefficients are several times the magnitude of own income effects. In GSOEP they cancel to give no effect of effect of comparison income on life satisfaction in the whole sample, when controlling for fixed effects, and time-in-panel, and with flexible, age-group dummies. The residual age-happiness relationship is hump-shaped in all three countries. Results are consistent with a simple life cycle model of relative income under uncertainty.

Monitoring de la problématique du cannabis en Suisse: étude sentinelle: panels 2008 = Monitoring der Cannabisproblematik in der Schweiz: Sentinella-Studie: Panels 2008

A l'heure actuelle, le monitoring de la problématique du cannabis en Suisse constitue un ensemble de travaux qui permettent le suivi de la situation au niveau national et qui sont mis en oeuvre par un consortium d'instituts. Ce monitoring comprend l'étude présentée dans ce rapport, l'étude sentinelle. Elle s'intéresse à l'évolution de la situation en matière de cannabis ainsi qu'à la gestion de cette situation au niveau local. Ainsi, les observations relevées par des professionnels de terrain dans différents domaines (santé/social, école/formation professionnelle, police/justice) et dans quatre cantons suisses (St Gall, Tessin, Vaud, Zurich), dits "sentinelle", sont récoltées et analysées annuellement.

Analyse des données migrants du Monitorage suisse des addictions

L'office fédéral de la santé publique (OFSP) a lancé le Monitorage suisse des addictions en 2011 (en anglais : Addiction Monitoring in Switzerland- AMIS). A intervalles réguliers, des données représentatives de la population suisse sont recensées, notamment en ce qui concerne la consommation d'alcool, de tabac, de drogues illégales et de médicaments ainsi que les risques qui lui sont liés. A cet effet, 11'000 personnes âgées de 15 ans et plus sont contactées annuellement pour répondre à un questionnaire. A ce jour, les données de 2011 et 2012 sont disponibles. Dans le cadre du Programme national migration et santé (2008-2013), l'OFSP désire compléter les données disponibles sur la santé des migrants. Ce rapport présente une analyse secondaire des données portant sur les migrants dans le cadre de l'enquête téléphonique continue mentionnée ci-dessus qui a été effectuée auprès de plus de 22'000 personnes de 15 ans et plus, résidant en Suisse en 2011 et 2012.