[pt] Ao contrário dos mecanismos tradicionais, um mecanismo flexível conta com a deflexão de seus membros flexíveis para gerar movimento, ao mesmo tempo que apresenta vantagens como a desnecessidade de lubrificação e uma montagem mais fácil. Um mecanismo flexível de mola orto-planar foi analisado neste trabalho e seu desempenho mecânico após testes de envelhecimentos higrotérmicos e com radiação ultravioleta foram estudados. A análise do envelhecimento aqui realizada aborda o desempenho de mecanismos flexíveis após processos de envelhecimentos que pdoe ajudar no desenvolvimento de futuros mecanismos flexíveis. Amostras de tração ASTM D638 tipo I também foram submetidas aos envelhecimentos para servir de comparação para as amostras de mola orto-planar. As amostras foram submetidas a três tipos diferentes de envelhecimento, a saber: imersão em água, imersão em óleo e radiação ultravioleta. Os testes de envelhecimento por imersão em líquido foram realizados em três níveis de temperaturas: temperatura ambiente, 50 graus C e 70 graus C. Em geral, as amostras de tração mostraram mudanças estatísticas significativas no módulo de Young e no deformação na ruptura, enquanto as amostras de mola orto-planar não apresentaram alterações estatísticas importantes em nenhuma condição de envelhecimento, o que indica que as propriedades mecânicas e capacidades elásticas dos mecanismos não foram afetadas pelos processos de envelhecimento. Embora mais testes com os materiais específicos, ambiente e tempo de exposição sejam necessários para verificar o uso em uma aplicação específica, os resultados deste estudo sugerem que os mecanismos flexíveis mostram a promessa de uso em aplicações onde o envelhecimento é uma preocupação e sua vida é esperada estar dentro dos limites deste estudo de envelhecimento. / [en] In contrast to traditional mechanisms, a compliant mechanism relies on the deflection of its flexible members to generate motion, while presenting advantages such as no need for lubrication and easier assembly. An ortho-planar spring (OPS) compliant mechanism was analyzed in this work and its mechanical performance after hygrothermal and ultraviolet radiation aging tests was studied. The aging analysis performed here addresses the performance of compliant mechanisms after aging processes that can help in the design of future compliant mechanisms. ASTM D638 tensile test type I samples were also subjected to aging to serve as a comparison for OPS samples. The samples were subjected to three different types of aging conditions, namely water immersion, oil immersion and ultraviolet radiation. The liquid immersion aging tests were performed in three temperature levels: room temperature, 50 C degrees and 70 C degrees. In general, tensile samples showed significant statistical changes in Young s modulus and elongation at break, while OPS samples did not present considerable statistical change in any aging condition, which indicate that the mechanical properties and elastic capabilities of OPS samples were not affected by aging processes. Although more testing with the specific materials, environment, and exposure time would be required to verify its use in a specific application, the findings of this study suggest that compliant mechanisms show promise for use in applications where aging is a concern, and their life is expected to be within the limits of this aging study.

Orientador: Michelli Leali Costa / Resumo: Dentre os setores de aplicações comerciais de materiais compósitos avançados, destaca-se o setor aeroespacial com larga aplicação desses materiais. Entre as técnicas de união aplicadas aos compósitos termoplásticos está a soldagem com grandes vantagens em relação aos outros processos de uniões tais como, redução de custo, agilidade de processamento, redução de elementos acumuladores de tensão, preparações mais simplórias das superfícies a serem soldadas. Mesmo com essas vantagens e, embora o processo já seja utilizado nos setores industriais, a soldagem de compósitos tem como desafio a melhoria de sua resistência, a aplicação do processo para reparos ou processamentos em campo, além da necessidade de avaliação dos efeitos das condições climáticas em juntas soldadas, as quais podem estar submetidas quando em operação em uma aeronave, por exemplo. Mediante a isso, esse trabalho visa produzir e estudar juntas soldadas por resistência elétrica e por tocha acetilênica em compósito PEI/fibra de vidro. Os compósitos obtidos foram submetidos ao condicionamento higrotérmico seguido de ensaios mecânicos de LSS (Lap Shear Strength) e ENF (End-Notched Flexure). O mecanismo de fratura das juntas soldadas foi avaliado por microscopia. A partir das análises e dos resultados obtidos, foi observado que os valores de resistência ao cisalhamento em modo II dos compósitos soldados por resistência elétrica (3270,9 J/m²) são similares aos descritos na literatura para os compósitos PEI/fibra de vid... (Resumo completo, clicar acesso eletrônico abaixo) / Abstract: Among the commercial application sectors of advanced composite materials, the aerospace sector with wide application of these materials stands out. Among the joining techniques applied to thermoplastic composites is welding with great advantages over other joining processes such as cost reduction, processing agility, reduction of stress accumulators, little or no preparation required of the surface to be processed. Even with these advantages, and although the process is already used in the industrial sectors, composite welding has the challenge of improving its resistance, the application of the process for field repairs or processing, and the need to evaluate the effects of weather conditions. welded joints, which may be subjected when operating in an aircraft, for example. Therefore, this work aims to produce and study joints welded by electric resistance and acetylene torch in PEI / fiberglass composite. The composites obtained were subjected to hygrothermal conditioning followed by mechanical tests of LSS (Lap Shear Strength) and ENF (End-Notched Flexure). The fracture mechanism of the welded joints was evaluated by microscopy. From the analyzes and results obtained, it was observed that the shear strength values in mode II of the composites welded by electric resistance (3270.9 J / m²) are similar to those described in the literature for PEI / fiberglass composites. However, for the composites welded by the oxyacetylene process, a reduction of approximately 20% in the va... (Complete abstract click electronic access below) / Mestre

Ces travaux de thèse s'inscrivent dans le cadre du projet PNEEB/Typha (Programme National d’Efficacité Energétique des Bâtiments) pour la valorisation d’un roseau invasif, le Typha Australis, comme isolant thermique pour améliorer l’efficacité énergétique des bâtiments au Sénégal. Un agromatériau à base de terre argileuse et de granulats de Typha Australis est élaboré afin d’évaluer l’influence de la morphologie et de la quantité de fibres sur le comportement du matériau. Pour cela, deux modes de production de granulats sont choisis : Une découpe longitudinale et une découpe transversale. Les propriétés physiques sont étudiées (taux de porosité, densité apparente et absolue, microstructure) et la tenue mécanique est déterminée. L'absorption acoustique est également évaluée, de même que les propriétés hygrothermiques et le comportement au feu. Les résultats montrent que la morphologie du granulat de Typha affecte le comportement en flexion, cisaillement et l’absorption acoustique. Son impact sur le comportement de compression est moins prononcé. Une portion plus importante de fibres de Typha réduit la résistance mécanique. En revanche, les performances hygrothermiques sont accrues en raison de la porosité de ces granulats. La fraction transversale de Typha permet d’améliorer la résistance thermique et d’accroitre les phénomènes de transfert de la vapeur d'eau. Cette étude a également permis de montrer que ces matériaux sont d'excellents régulateurs d'humidité. Enfin, les tests au feu révèlent qu’il s’agit de combustibles ininflammables en raison de la présence d'argile. L’influence de la morphologie des granulats n’est pas relevée. / This work is a part of PNEEB/Typha project (National Program for Energy Efficiency of Buildings) for the valorisation of an invasive reed, the Typha Australis, as a thermal insulator to improve the energy efficiency of buildings in Senegal. An agromaterial based on clay soil and Typha Australis is elaborated in order to evaluate the influence of the amount and fibres morphology on the material behaviour. For this, two production mode of granulates are chosen: longitudinal and transversal cut. Physical properties are studied (porosity, apparent, and absolute density, microstructure) and mechanical strength is determined. Sound absorption is also evaluated, as well as hygrothermal properties, and fire behaviour. Results show that granulate morphology affects the mechanical shear and flexure behaviour, as well as the acoustic absorption. Its impact on the compression strength is less pronounced. A greater portion of Typha fibers reduces the mechanical strength. However, hygrothermal performances are increased due to the aggregates porosity. Typha transverse fraction improves thermal resistance and increase water vapor transfer. This study also shows that these materials are excellent moisture regulators. Finally, fire tests reveal that it can be classified as combustible but non-flammable due to the clay presence. The fibres shape does not have a great influence.

Das Projekt OEKO-ID hat zum Ziel. problematische Bauteilanschlüsse, insbesondere Balkenköpfe von Holzdecken, im Zusammenhang mit "ökologischen" Innendämmsystemen messtechnisch zu untersuchen. Des Weiteren sollen Möglichkeiten und Grenzen der hygrothermischen Simulation aufgezeigt werden. Ferner wurde eine neue Methode molekularbiologischer und baubiologischer Untersuchungen, hier zur Detektierung von Schimmelpilzen, entwickelt und optimiert.:Inhaltsverzeichnis 1 Technisch-wissenschaftliche Beschreibung der Arbeit 4 1.1 Projektabriss 4 2 Testhaus und energetische Sanierung 6 2.1 Literaturrecherche 6 2.2 Auswahl der Dämmsysteme 7 2.3 Planung Versuchsgebäude 8 2.4 Adaptierung Versuchsgebäude 8 2.5 Vorbereitende Arbeiten 2.7 Montage der Dämmsysteme 14 2.8 Baupraktische Erfahrungen im Spiegel des WTA-Merkblatts E-8-14 18 2.9 Beschreibung der verwendeten Dämmsysteme 20 2.10 Bewertung der verwendeten Dämmstoffe bezüglich der Verarbeitung 26 2.11 Vergleich der Dämmsysteme bezüglich OI3- Index 29 2.12 Erfahrungen beim Rückbau und der Entsorgung 31 2.13 Zusammenfassung der Eigenschaften der Dämmsysteme 39 2.14 Reduzierung der Transmissionswärmeverluste durch Innendämmmaßnahmen 41 3 Hygrothermische Materialkennwerte und -funktionen 43 3.1 Materialuntersuchungen 43 3.2 Beprobung . 44 3.3 Messverfahren 45 3.4 Verifizierungsexperimente: kontinuierliche Wasseraufnahme und Abtrocknung 52 3.5 Erstellung von Materialfunktionen 53 3.6 Zusammenfassung der Eigenschaften der Materialien und Innendämmsysteme 62 4 Mikrobiologische Untersuchungen und Methodenentwicklung 67 4.1 Vorgehen 67 4.2 Ergebnisse 75 5 Hygrothermische Vor-Ort-Messungen 81 5.1 Auswertung der Messdaten 81 5.2 Außen- und Raumklima 82 5.3 Temperatur und Luftfeuchte auf der Bestandsoberfläche 94 5.4 Temperatur und Luftfeuchte in der Mitte der Balkentasche 105 5.5 Temperatur und Luftfeuchte vor dem Stirnholz 109 5.6 Holzfeuchtemessungen 115 5.7 Oberflächentemperaturen 121 5.8 Temperatur- und Feuchteprofile an den Balken 125 5.9 Abdichtung der Balkenauflagertaschen 140 5.10 Mögliches Schimmelpilzwachstum in den Balkenauflagern 147 5.11 Konvertieren und Auswerten der Messungen 149 5.12 Resümee der hygrothermischen Messungen 149 6 Hygrothermische Simulationen 152 6 Hygrothermische Simulationen 152 6.1 Verwendete Simulationsprogramme 152 6.2 Temperatur-Korrektur der Holzfeuchtesensoren 154 6.3 Einfluss von Schlagregen 158 6.4 Berücksichtigung der Permeabilität der Baumaterialien 162 6.5 Simulation der Messergebnisse 166 6.6 Simulation der Grenzschicht Dämmsystem/ Bestandskonstruktion 168 6.7 Simulation eines Balkenkopfs 170 7 Dissemination - Darstellung der Verbreitungs- und Verwertungsmaßnahmen 174 7.1 Workshops 174 7.2 Zusammenarbeit mit anderen Projekten 175 7.3 Vorträge auf (Fach-)Tagungen und Konferenzen 175 7.4 Publikationen 178 8 Zusammenfassung 180 8.1 Technologische und ökologische Bewertung der Dämmsysteme 180 8.2 Bestimmung der Materialeigenschaften 181 8.3 Mikrobiologische Untersuchungen und Methodenentwicklung 181 8.4 Hygrothermische Vorortmessungen182 8.5 Hygrothermische Simulationen 183 8.6 Dissemination 184 9 Literaturverzeichnis 185 10 Unterschrift 192 A1 Anhang zum Abschnitt 2 Versuchsaufbau 193 A2 Anhang zum Abschnitt 4 - Mikrobiologische Untersuchungen 194 A3 Abdruck der Publikationen in internationalen wissenschaftlichen Zeitschriften 208 A4 Bauteilkatalog 230 A5 Monatliche Klima-Durchschnittswerte 247

Moisture loads arising from the deposition of wind-driven rain (WDR) on building façades can induce detrimental effects to wall assembly components and can adversely influence their long-term performance. Wind-driven rain as a climatic phenomenon will inevitably be affected by the evident changing climate in the near future. Wall assemblies subjected to wind-driven rain loads will also perform differently due to a varying moisture environment over the course of time. The performance of the building envelope, including the wall assembly, largely determines the serviceability of a building over its life cycle. Thus, it is essential for practitioners to understand and to be able to assess such performance. In this study, a complete procedure has been developed to permit assessing the moisture resilience of wall assemblies to wind-driven rain loads arising from climate change. The development of this procedure included four phases. In the first phase the historical and projected climate data was analysed to identify the possible wind-driven rain conditions to which a wall assembly may be exposed. The magnitudes of wind-driven rain and driving-rain-wind-pressure for different return periods were also investigated. Based on the results from phase one, a watertightness test protocol was established taking into consideration the possible ranges of wind-driven rain and driving-rain-wind-pressure as they may occur spatially, as well as temporally, across Canada. The range of watertightness test parameters was accommodated in the newly built Dynamic Wind and Wall Testing Facility (DWTF) at the National Research Council Canada. Thereafter in phase two of the research, wall assemblies having different configurations were tested in the DWTF following the test protocol to obtain the moisture load for wall assemblies under different wind-driven rain conditions. Such moisture loads were formulized and used in the third phase, where hygrothermal simulations were conducted to derive the hygrothermal parameters of the wall assemblies subjected to historical and projected climate data. In the final research development phase, different criteria and methods were explored to describe the performance of wall assemblies based on the hygrothermal parameters. During the development of the moisture resilience assessment procedure, a novel wind-driven-rain-pressure-index was devised to describe the extent of the effects arising from the concurrent action of wind-driven rain and driving-rain-wind-pressure loads on a vertical wall assembly; a new two-step approach was established to formulize the watertightness test results and thereby permit calculating the moisture load using values of hourly wind-driven-rain and hourly driving-rain-wind-pressure of a given location; a novel severity index was proposed to quantitatively describe the damage events arising from such moisture load on the wall assemblies. The moisture performance of tested wall assemblies subjected to historical and projected future climate were compared and discussed. The risks of occurrence of damage events in wall assemblies during different time periods were also demonstrated.

Kontinuerligt försvårade och mer krävande energikrav utlyst från den Europeiska unionen ochsvenska myndigheter har lett till en förändring av hur konstruktionsdetaljer och lösningar somanvänds inom nyproduktionssektorn utformas. Förändringarna har skapat en osäkerhet ur enfuktsäkerhetssynpunkt. Uttökade krav och förbättrad energiprestanda låter som ett problemfrittideal att sträva efter, dock har det i många fall lett till oförutsägbara konsekvenser i olika delar avbyggnaden. Två av de byggnadskomponenter som påverkats har varit ytterväggar och kallvindarsom har varit utformade utefter nya energikrav i nyproducerade hus.Den största utmaningen med utformningen av nyare kallvindar har varit balansgången mellanhög energiprestanda genom ökad isoleringstjocklek och fuktsäkerhet. Ökad isoleringstjocklekkombinerat med minimerad värmeförlust från ventilationsaggregat, inomhus och skorstenar harlett till, i överlag, kallare vindutrymmen med ökad risk för kondensation av fukt på kallare ytor ijämförelse med äldre byggnader. En lösning på detta har varit inkluderingen av uteluftsventileringi utformningen av vinden. Detta har lett till en återkommande fråga angående den optimalaluftomsättningen som krävs för utökad fuktsäkerhet, och i vissa fall, om uteluftsventilering ensär nödvändig.En annan stor utmaning har varit att säkerhetsställa fuktsäkerheten i väggar som är isolerade ien högre grad. Det finns en potentiell risk för kondens i kalla, yttre ytor om isoleringen utökas.Utöver detta så existerar det en hel del lösningar som har fungerat i det förflutna men som lärleda till ökad risk för skada när det kombineras med nya utformade lösningar som uppfyllerenergikraven.Detta arbete har fördjupat sig i dessa två komponenter, ytterväggar och kallvindar, för atthitta kritiska designval som har en stor påverkan på fuktsäkerheten. Arbetet har skett medsimuleringsprogrammen IDA ICE och WUFI 6. Båda programmen har kombinerats för attuttnyttja deras styrkor i simuleringsprocessen.Resultatet visar att en låg luftomsättning är optimal. Ingen ventilering alls lär leda till ökadfukthalt och ökad luftomsättning lär leda till en betydligt högre risk för mögel på råsponten ivinden. Placeringen av ett litet isoleringslager ovanpå råsponten leder till en minskad risk förmögel.Ytterväggar med tjockare isolering är mer benägna att skadas i jämförelse med mindre isoleradeväggar. Dock är det visat att en uttökad isoleringstjocklek även kan vara till fördel för att minskamögelrisken om isoleringslagret som uttökas är det yttersta isoleringslagret. Ett annat krav är attdet yttersta lagret bör ha dränerande egenskaper, exempelvis mineralull. Beräkningarna har ävenpåvisat ett antal andra faktorer som påverkar fuktsäkerheten i dess helhet.

The main aim of the thesis was focused on hygrothermal simulation of critical details of two prefabricated wooden buildings - especially connections of the perimeter wall to monolithic foundations, respectively with waterproofing layer. The composition of the external walls of these selected buildings has quite different compositions and thus different potentials of drying integrated moisture from the components. Practical measurement of moisture weight-content was applied to the wooden bottom plate, which is in direct contact with the concrete slab structures. The influence of different design solutions on hygrothermal characteristics of the wooden plate was examined with regards to the risk of mould growth, analysis of mass loss due to the decay fungi and with the aim to estimate the durability of the studied details of prefabricated wooden houses. The subsequent research focused on the differences in physical and mechanical properties of natural spruce wood (Untreated, (-), A) and impregnated spruce (Treated, (+), B) using supercritical CO2 and its possible impact on wood protection for mould growth. Samples of identical Untreated and Treated spruce were collected in the laboratory and subjected to thermal and hygrothermal experiments. The comparison of the resulting values of the individual experiments is presented. Required values needed for numerical calculations were obtained from these experiments. In conclusion, the summary of founded comparison is presented. The mould growth analysis and its influence on the durability of wooden structures offer a view of the behaviour of the structures. Relevant findings and recommendations for the future praxis are mentioned.

Les dépôts de YSZ, élaborés par projection plasma, sont des céramiques réfractaires généralement utilisées pour les applications de barrières thermiques (TBC). Sa faible conductivité thermique associée à sa bonne résistance mécanique assure aux TBC de hautes performances et de bons rendements. La structure et la microstructure complexe sont à l'origine de ces propriétés mécaniques, et celles doivent être contrôlées. Tout comme les céramiques denses la YSZ se dégrade en température et sous vapeur d'eau.La dégradation des propriétés mécaniques dans le temps (module d'élasticité et contrainte à rupture)est accélérée par la température. Pour cette étude les propriétés ont été évaluées en flexion 3 points à température ambiante. Les observations structurales et microstructurales ont été réalisées respectivement par DRX et microscopie électronique à balayage au cours du vieillissement. Un model analytique a pu être proposé pour prédire le comportement du matériau dans le temps sous humidité. / Yttria Stabilized Zirconia (YSZ) coatings, deposited by plasma sprayed process, are refractory ceramics mostly used as the Thermal Barrier Coating (TBC) applications. The low YSZ thermal conductivity associated to the good mechanical resistance ensures a high performances and efficiencies of these TBC. The structure and the complex microstructure are responsible for the mechanical properties and must be controlled. Like brittle ceramic materials, the YSZ is affected by degradation at low temperature due to water vapor. Material ageing results from the progressive degradation of the mechanical properties (such as fracture strength and Young’s modulus), which seem to decrease in time and accelerate depending on temperature. In this study, the mechanical properties have been evaluated by means of three-point bending tests at room temperature. The observations of the structure and the microstructure are respectively investigated by X-ray diffraction and SEM-technique with material ageing. An analytical model is suggested in order to predict the evolution of the properties under humidity atmosphere.

Le travail développé dans cette thèse a pour but d’étudier le comportement hygrothermique de matériaux isolants bio-sourcés, et plus particulièrement les fibres de bois, le béton de chanvre, la laine de lin, la laine de mouton, le métisse® et les anas de lin. Ces matériaux, par essence naturels, présentent des spécificités liées à leur origine (animale ou végétale) et à leur structure (fibres, paille, matrice solide…). Leur porosité, très élevée, les rend réactifs aux variations d’humidité relative ambiante, ce qui peut impacter leurs performances thermiques et leur durabilité (comme pour tous les matériaux), mais également leur conférer des capacités de régulation. Dans un souci d’améliorer la connaissance de ces matériaux particuliers, nous proposons tout d’abord d’étudier l’impact causé par l’humidité sur leurs caractéristiques thermiques, principalement la conductivité thermique et la chaleur spécifique. Ensuite les caractéristiques hygrothermiques sont étudiées, ce qui permet de mieux comprendre les phénomènes dépendant des capacités d’adsorption, de désorption, de perméabilité ou de résistance à la vapeur d’eau. On se rend compte également de l’importance du gradient de température sur l’évolution des transferts hygriques au sein des matériaux. En plaçant les isolants bio-sourcés sous sollicitations aléatoires ou en conditions réelles d’utilisation, nous pouvons suivre leur comportement d’un point de vue expérimental. Le couplage à une approche numérique permet d’identifier les paramètres d’influence prépondérants, dans l’optique de la prédiction des transferts couplés chaleur/masse par une simulation dans des conditions particulières d’utilisation, comme la rénovation d’un habitat existant. On constate à partir de mesures in situ que ces matériaux ont une grande capacité d’adaptation à des environnements dont l’humidité relative est évolutive. / The work developed in this thesis aims to study the hygrothermal behavior of bio-sourced insulating materials, and more particularly wood fibers, hemp concrete, linen wool, sheep wool, material made of textile recycling (metisse®) and flax shives. These materials, which are essentially natural, have specific characteristics linked to their origin (animal or vegetable) and their structure (fibers, straw, solid matrix, etc.). Their very high porosity makes them reactive to the relative humidity variations, which can affect their thermal performances and their durability (as for all materials), but also give them a regulation capacities. In order to improve the knowledge of these particular materials, first, we propose to study the impact caused by moisture on their thermal characteristics, mainly thermal conductivity and specific heat. Then the hygrothermal characteristics are studied, which makes it possible to better understand the phenomena depending on the capacities of adsorption, desorption, permeability or water vapor resistance. Also, we realize the importance of the temperature gradient impact on the evolution of the hygroscopic transfers within the materials. By placing the studied bio-sourced insulation materials under random loading or under real conditions, it will be possible to follow their hygrothermal behavior from an experimental point of view. The numerical approach makes it possible to identify the preponderant influence parameters, in the context of the prediction of coupled heat and mass transfers by simulation under particular conditions of use, such as the renovation of an existing habitat. On the basis of in situ measurements, it can be seen that these materials have a high adaptability to environments whose relative humidity is evolutionary.

Concilier patrimoine et amélioration de la performance énergétique du bâti ancien est un défi pour de nombreux centres historiques. La Communauté d’Agglomération du Grand Cahors, qui finance ce travail de thèse à travers une convention CIFRE, a souhaité s’attaquer à cette problématique en valorisant des isolants bio-sourcés. Le choix du matériau et du système d’isolation sont essentiels car ils influencent à la fois la performance hygrothermique de la paroi, la qualité de l’air intérieur, le coût et l’empreinte carbone de la rénovation. Dans cette étude, nous nous sommes focalisé sur la performance hygrothermique de la paroi afin d’assurer que la mise en place d’une isolation par l’intérieur ne soit pas source de dégradations futures de la paroi. Pour cela, nous avons confronté différents outils et méthodes tels que la caractérisation physique des matériaux, une instrumentation in-situ dans deux appartements du centre ancien de Cahors et des simulations hygrothermiques alliant différents outils numériques. / Improving the energy efficiency of buildings is essential to reduce greenhouse gas emissions and mitigate against climate change. Historic dwellings represent a large part of the French building stock that needs to be refurbished. In the city center of Cahors, France, the old medieval dwellings are considered as valuable cultural heritage and internal insulation is often the only insulation technique that can be used when the architectural value of the exterior façade is to be preserved. This PhD thesis, funded by a CIFRE agreement with the Communauté d’Agglomération du Grand Cahors, studied the suitability of bio-based materials for the internal insulation of historical dwellings in urban area. The selection of the insulation material and the system is crucial because of its impact on the hygrothermal performance of the wall, the indoor air quality, the financial cost, and the carbon footprint of the refurbishment solution. In this study we focused on the hygrothermal performance of the walls to provide a reliable risk assessment in order to avoid hygrothermal failure. Due to the complexity of the problem and the lack of needed data, we ran a multi-scale study including both experimental (laboratory characterisation and building monitoring) and numerical modelling methods.