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Evaluation de structures en béton armé atteintes de réaction sulfatique interne

Abstract : Delayed ettringite formation is a pathology leading to swelling and degradation of the concrete of certain structures. As structure manager, VINCI must ensure the safety of users and goods. To do so, an assessment of the serviceability of affected structures is necessary. This work aims to improve the modeling of mechanical phenomena induced by delayed ettringite formation, especially under stress. An experimental campaign was carried out on prismatic reactive concrete specimens. Some were plain, uniaxially reinforced, triaxially reinforced and subjected to an uniaxial compressive loading of 14.5 MPa. Expansions appeared fairly isotropic in stress-free conditions and reached 0,6 %. Restraint due to reinforcements led to decreased strains in the restrained directions. Expansions were only slightly impacted in transversal free directions. Therefore, DEF expansion under uniaxial stress is anisotropic. Cracks were observed parallel to the restrained direction. For prestressed concrete, creep strains hid possible strains induced by DEF. These specimens were unload after 420 days of immersion in water. It led to a strain increase of about 0,10 % in 3 days in the loaded direction, without any effect on transversal directions. Similar kinetic and range of expansion was measured in both longitudinal and transversal throughout the 200 following days. This phenomenon was understood as the consequence of an alkali leaching acceleration after storage water renewal that occurred during specimens unloading. DEF induced damage on concrete was characterize through compressive tests, brazilian tensile tests and Young modulus measurements before and after expansions. DEF effect on steel-concrete bond behavior was also measured through pull-out tests. Maximal steel-concrete bond stress appears slightly impacted by longitudinal expansions of about 0.25 %, but the bond shear modulus decreases significantly after DEF. All collected experimental data were used to fit a poromechanical model of DEF taking into account all the phenomena involved in the of reinforced concrete behavior (plasticity, damage, creep, shrinkage, distributed reinforcements...). [...]
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Submitted on : Friday, November 15, 2019 - 5:49:24 PM
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  • HAL Id : tel-02366251, version 1


Yvan Thiebaut. Evaluation de structures en béton armé atteintes de réaction sulfatique interne. Génie civil. Université Paul Sabatier - Toulouse III, 2018. Français. ⟨NNT : 2018TOU30271⟩. ⟨tel-02366251⟩



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