Keynotes invitées (titres provisoires)
Cespedes X.
STRAINS, France, Assessing 3D concrete structures at ULS with robust numerical methods
Massicotte B.
Prof. Ecole Polytechnique de Montréal, Québec, Canada, Contribution of rib-scale modelling to study the bond mechanisms of reinforcement in UHPFRC
Ožbolt J.
Prof. Université de Stuttgart, Allemagne, Modeling deterioration of RC structures due to extreme environmental conditions
Présentations invitées (liste et titres provisoires)
Barros J.
University of Minho, Portugal, Integrating hybrid reinforced concrete technology and advanced fem-based numerical modelling for crack control in long concrete foundations without joints
Ben Ftima M.
Ecole Polytechnique de Montréal, Canada, Multi-physical simulation of concrete hydraulic facilities affected by alkali-aggregate reaction: from material to structure
Bolander J.
University of California, USA, Simulating early-age behavior of concrete: Implications toward long-term durability
Briffaut M.
Université de Grenoble, France, Probabilistic modelling of containment building leakage at the structural scale : application to the PACE mock-up
Bullard J. W.
Texas A&M University, USA, Toward a Material Agnostic Model of Microstructure Hydration and Deterioration in Concrete
Cervenka J.
ATHENA, République Tchèque, Digital twin for modelling of structural durability
Di Prisco M.
Politecnico di Milano, Italie, Life time extension of wind tower foundations
Fairbairn E.
Université Fédérale de Rio de Janeiro, Brésil, Numerical modeling of new conceptions of 3D printed concrete structures for Pumped Storage Hydropower
Grimal E.
EDF, France, Aging of structures – How FEM can help to assess the safety and to design rehabilitation works
Karrech A.
The University of Western Australia, Australie, A novel cohesive element to model concrete lined underground tunnels and mine excavations
Koutromanos Y.
Virginia Polytechnic Institute and State University, USA, Computational performance assessment and failure analysis of reinforced concrete wall buildings under seismic loads
La Borderie C.
ISA BTP, Université de Pau, France, Permeability of damaged concrete, evaluation of the flow coefficient on the basis of multiscale computation
Maekawa K.
Yokohama National University, Japon, Numerical Model for Explosive Spalling of High-Strength Concrete and Carbonation during and after Fire Exposure
Meschke G.
Ruhr University Bochum, Allemagne, Virtual design laboratory for sustainable fiber reinforced concrete structures: From discrete fibers to structural optimization under uncertainty
Nedjar B.
MAST-EMGCU, Univ Gustave Eiffel, IFSTTAR France, Incremental formulation of early age concrete in the finite strain range for the modelling of 3D concrete printing
Pan J.
Tsinghua University, Beijing, Chine, Deterioration mechanism of dam concrete caused by alkali-aggregate reaction: a numerical investigation based on meso-scale modeling
Pesavento F.
Université de Padoue, Numerical modeling of concrete structures durability by means of Multiphase Porous Media Mechanics
Rastiello G.
CEA, France, Parallel finite element solvers for structural-scale simulations using phase-field models for fracture in solids
Schlangen E.
Delft University, Pays-Bas, The influence of autogenous shrinkage and creep on the risk of early age cracking
Sellier A.
INSA de Toulouse, France, Relevance of behavior laws of homogenized reinforced concrete in the context of finite elements of different sizes
Van den Bos A.
DIANA FEA / Engineering Pays-Bas, Combining short term young hardening effects with long term shrinkage and relaxation effects
