Multi-scales modelling for the thermo-hydro-mechanical behaviour of heterogeneous materials. Applications to cement-based materials under severes conditions.

The work of modeling presented here relates to the study of the thermo-hydro-mechanical behaviour of porous materials based on hydraulic binder such as concrete, High Performance Concrete or more generally cement-based materials. This work is based on the exploitation of the Digital Concrete model, of the finite element code Symphonie developed in the Scientific and Technical Centre for Building (CSTB), in coupling with the homogenization methods to obtain macroscopic behaviour laws drawn from the Micro-Macro relations. Scales of investigation, macroscopic and microscopic, has been exploited by simulation in order to allow the comprehension fine of the behaviour of cement-based materials according to thermal, hydrous and mechanical loads. It appears necessary to take into account various scales of modeling. In order to study the behaviour of the structure, we are brought to reduce the scale of investigation to study the material more particularly. The research tasks presented suggest a new approach for the identification of the multi-physic behaviour of materials by simulation. In complement of the purely experimental approach, based on observations on the sample with measurements of the apparent parameters on the macroscopic scale, this new approach allows to obtain the fine analysis of elementary mechanisms in acting within the material. These elementary mechanisms are at the origin of the evolution of the macroscopic parameters measured in experimental tests. In this work, coefficients of the thermo-hydro-mechanical behaviour law of porous materials and the equivalent hydraulic conductivity were obtained by a multi-scales approach. Applications has been carried out on the study of the damaged behaviour of cement-based materials, in the objective to determine the elasticity tensor and the permeability tensor of a High Performance Concrete at high temperatures under a mechanical load. Also, the study of the strain evolution of cement-based materials at low temperatures. The results obtained has been confronted with experimental results. These results were also analyzed and discussed in order to propose prospects with an aim of improving the approach to simulate a more complex behaviour.

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Source https://theses.hal.science/tel-00081145
Author Grondin, Frédéric Alain
Maintainer CCSD
Last Updated May 11, 2026, 13:53 (UTC)
Created May 11, 2026, 13:53 (UTC)
Identifier tel-00081145
Language fr
Rights https://about.hal.science/hal-authorisation-v1/
contributor Laboratoire de Modélisation, Matériaux et Structures (LM2S) ; École normale supérieure - Cachan (ENS Cachan)-Université Pierre et Marie Curie - Paris 6 (UPMC)-Centre National de la Recherche Scientifique (CNRS)
creator Grondin, Frédéric Alain
date 2005-12-13T00:00:00
harvest_object_id c48ca1fb-fb18-46a2-8a77-192211bb08ae
harvest_source_id 3374d638-d20b-4672-ba96-a23232d55657
harvest_source_title test moissonnage SELUNE
metadata_modified 2025-08-12T00:00:00
set_spec type:THESE