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condition monitoring and accelerated lifetime testing, the integration of online prognostic models enabling real-time estimation of the Remaining Useful Lifetime (RUL) is still an open challenge. This project
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of the grain assembly (e.g. frictional bridging, distributed damage). • (O3) Link microscale dissipation to macroscopic Gc by combining micro-tests, in situ tomography, and modeling. • (O4) Improve tensile
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of advanced simulations, experimental characterisation, and degradation tests, all pivoted on a novel methodology to produce aged-equivalent concrete samples. Specific objectives are to: (O1) Define mix designs
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software and modelling will be used in order to select various possible initial concrete formulations leading to the expected mature properties. These concretes will be then tested with ASR favourable
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loading rate, inclination, and material properties will be systematically varied to test robustness and reproducibility. The experiments will be designed to maintain long quasi-static deformation phases