Des essais de migration accélérée ont été menés sur un tirant en béton armé maintenu sous chargement de traction. Différentes conditions de fissuration ont pu être testées : non fissuré, micro-fissuré et macro-fissuré. L'impact des phénomènes de…
In service conditions, reinforced concrete structures are multi-cracked due to the loads they are submitted to. It enables aggressive agents, such as chlorides, to penetrate the concrete cover and could initiate steel rebar corrosion leading to more…
International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures Synercrete -
L’exposition à un environnement marin ou à des sels de déverglaçage est à l’origine de phénomènes de corrosion des armatures dans les structures en béton armé : les chargements mécanique, thermique et/ou hydrique entraînent effectivement la…
Quasi-brittle materials are often modeled using strain-softening continuum damage models. This implies using the so-called regularization techniques to obtain mesh-independent results in a finite element context. Non-local models of integral [1] and…
Breno RIBEIRO NOGUEIRA, Giuseppe Rastiello, Cédric Giry, Fabrice Gatuingt, Carlo Callari
CFRAC 2023 - The Seventh International Conference on Computational Modeling of Fracture and Failure of Materials and Structures -
This paper presents the results of a bidirectional Hardware-in-the-Loop (HiL) realtime hybrid test on a steel column connected to a two-story reinforced concrete (RC) substructure under earthquake conditions. Two hydraulic dynamic actuators apply…
This paper uses Hyper-Reduced Order Models (HROMs) to accelerate parametric and sensitivity analyses on reinforced concrete structures subjected to earthquakes. The number of Degrees Of Freedom (DOFs) is reduced using a Proper Orthogonal…