Les enjeux écologiques liés au réchauffement climatique, et plus généralement la lutte contre la pollution, ont occasionné une révolution sans précédent dans le domaine des transports. De nombreuses recherches portant sur l’identification de voies d’amélioration du rendement mécanique des moteurs à combustion interne ont été menées au cours de ces dernières décennies. Dans les moteurs Diesel, le contact Segments-Piston-Chemise (SPC) représente à lui seul près de 40 % des pertes d’énergie par frottement mécanique totales du moteur. Ce travail de thèse s’inscrit dans le cadre général de la lubrification des moteurs Diesel en présence de suies et s’intéresse plus particulièrement au poste SPC pour des contacts Diamond-Like Carbon (DLC) lubrifiés. Ce travail de thèse s’appuie sur des outils de tribométrie originaux pour reproduire les cinématiques particulières des contacts impliqués au niveau de la segmentation. Cette thèse s’attache à identifier l’influence d’un lubrifiant vieilli en fonctionnement sur les mécanismes de lubrification et les mécanismes de frottement associés de couches minces dures de type DLC, en balayant l’ensemble des régimes de lubrification pour des conditions stationnaires et transitoires. Les revêtements DLC développés dans le cadre de ce travail de thèse ont permis de diminuer significativement le frottement limite en conditions stationnaires et transitoires. La déstructuration du lubrifiant via la formation d’agrégats, générés par le passage des suies, ou par une annulation temporaire de la vitesse d’entraînement représentative des cinématiques de contact observées en zone SPC, sont gouvernés par le triptyque, lubrifiant, surface et cinématique de contact. Enfin, l’analyse de la réponse tribologique de l’interface lubrifiée en conditions stationnaires et transitoires permet à la modélisation théorique du frottement lors d’un cycle complet de glissement à vitesses variables. / Ecological issues related to global warming, and more generally the reduction of pollution, have lead to a major revolution in the field of transport. Considerable research work has been carried out during the past decades in order to improve the mechanical efficiency of internal combustion engines. In Diesel engines, almost 40 % of total engine energy losses due to mechanical friction occur in the Piston rings-Piston-Cylinder contact (PPC). The overall framework of this PhD thesis is Diesel engine lubrication in presence of soot and this work focuses more particularly on Diamond-Like Carbon (DLC) lubricated contacts for PPC region. Unique tribometry tools are used to reproduce the particular contact kinematics involved in the piston assembly. This thesis aims to identify the influence of an aged lubricant on the lubrication and friction mechanisms of DLC hard coatings for all lubrication regimes in steady-state and transient conditions. DLC coatings developed during this thesis significantly reduce the boundary friction in steady-state and transient conditions. The lubricant destructuring due to aggregate formation, generated by the passage of soot, or by a temporary vanishing of the entrainment speed, are governed by the triplet, lubricant, surface and contact kinematics. Finally, the analysis of the tribological response of the lubricated interface in steady-state and transient conditions leads to the theoretical modeling of the friction during a complete cycle of sliding at variable velocities.

Le rôle des constituants au sein des matériaux de friction pour garniture de frein est encore mal connu du fait, d’une part de la complexité des formulations de ces matériaux composites organiques, d’autre part de la sollicitation induite par le freinage qui engendre de multiples phénomènes physiques. Il s’avère donc particulièrement difficile d’établir les liens entre la composition d’une garniture et ses performances. Les travaux ont concerné une garniture de frein industrielle pour véhicule poids lourd. Une étude préalable a été réalisée du point de vue de sa microstructure et de ses constituants, de ses propriétés, de son élaboration et de ses performances en freinage. La démarche expérimentale adoptée a reposé sur le développement i) d’une formulation « modèle », déduite de la formulation industrielle par simplification de la composition, ii) d’un essai d’usure représentatif de sollicitations de freinage, pour aborder le fonctionnement tribologique des constituants dans une configuration simplifiée. Deux constituants ont été plus particulièrement étudiés, des particules de laiton et des fibres de verre introduites dans la formulation modèle prise en référence. L’analyse des performances a porté sur la compréhension des liens entre les mécanismes de frottement et d’usure, la microstructure et les propriétés des matériaux et leur comportement tribologique / The role of the constituents within friction materials for brake lining still largely unknown due to the complexity of these organic composite formulations and to the induced solicitation by braking which generates multiple physical phenomena. Therefore, it is especially difficult to establish the relationship between the composition of a brake lining and its performance. The work has concerned an industrial brake lining for heavy vehicle. A preliminary study was conducted in terms of its microstructure, constituents, properties, elaboration and its braking performance. The experimental approach was based, on the one hand, on the development of a “model” formulation, derived from the simplification of the industrial one and, on the other hand, on a specific wear test representative of braking solicitations, to take up the tribological behaviour of constituents in the framework of a simplified configuration. Brass particles and glass fibres have been particularly studied, introduced into the model formulation taken as a reference. The analysis of performance has focused on understanding the relationship between friction and wear mechanisms, microstructure and properties of materials, and their tribological behaviour

<p dir="ltr">Reinforced concrete elements are vulnerable to sliding against each other when shear forces are transmitted between them. Shear-friction is the mechanism by which shear is transferred between concrete surfaces. It develops by aggregate interlock between the concrete interfaces while reinforcement crossing the shear interface or normal force due to external loads contributes to the shear resistance. Current design provisions used in the United States (ACI 318-19, AASHTO LRFD (2020), and the PCI Design Handbook (2017)) include design expression for shear-friction capacity. However, the value of the reinforcement yield strength input into the expressions is limited to a maximum of 60 ksi. Furthermore, the concrete strength is not incorporated into the primary design expressions. These limits cause the potential contribution of high-strength reinforcement and high-strength concrete in shear-friction applications from being considered. Therefore, a research program was developed to investigate the possibility of improving current shear-friction design practice and addressing these current limits.</p><p dir="ltr">Specifically, an experimental program was conducted to evaluate the influence of high-strength reinforcement and high-strength concrete on shear-friction strength. In addition, a statistical analysis was performed using a comprehensive shear-frication database comprised of past tests available in the literature. The experimental program consisted of two phases. Phase I included 24 push-off specimens to study the influence of the yield strength of the interface reinforcement (Grade 60 and Grade 100) and the number and size of interface reinforcing bars (6-No.4 and 4-No. 5 bars) with three different interface conditions (rough, smooth, and shear-key). Phase II included 20 push-off specimens with rough interfaces to investigate the influence of the yield strength of the interface reinforcement (Grade 60 and Grade 100) and concrete strength (target strengths of 4000 psi and 8000 psi). The influence of these two variables was observed over a range of reinforcement ratios (ρ = 0.55%, 0.83%, 1.11%, and 1.38%).</p><p dir="ltr">The test results showed that the overall shear-friction strength was the greatest for rough interface specimens, followed by specimens detailed with shear keys. The smooth interface specimens had the lowest strengths. The results of both phases of the experimental program indicated that the use of high-strength reinforcement did not improve shear-friction capacity.</p><p dir="ltr">Furthermore, the results from the Phase II tests showed that increasing the concrete compressive strength led to increased shear-friction capacity. The test results from the experimental program were analyzed and compared with current design provisions, which demonstrated room for improvement of current design practice.</p><p dir="ltr">Following the experimental program, a comprehensive shear-friction database was analyzed, and multilinear regression was used to create a model to predict shear-friction strength. Factors were then applied to the model to provide acceptable design expressions for shear-friction strength (less than 5% unconservative estimates). The database was used to evaluate the factored model and current design provisions.</p><p dir="ltr">The research outcomes, especially the expressions for shear-friction strength that were developed and that include consideration of the concrete compression strength, along with the shear-friction tests demonstrating the lack of strength gain with the use of Grade 100 reinforcement, provide valuable information for the concrete community to help direct efforts toward improving current shear-friction design practice.</p>