Examples of feedback, experimental and theoretical approaches for concrete durability assessment

M. Lion; Y. Le Pape; F. Toutlemonde; A. Jeanpierre

doi:10.1051/epjconf/20111203003

Examples of feedback, experimental and theoretical approaches for concrete durability assessment

M. Lion, Y. Le Pape, F. Toutlemonde, A. Jeanpierre

Research output: Contribution to journal › Conference article › peer-review

2 Scopus citations

Abstract

This paper presents some experimental data obtained from UHPFRC (Ultra-High Performance Fibre-Reinforced Concrete) being exposed for 10 years in a cooling tower and a high slag content concrete being exposed for 30 years in a marine environment. Experimental data are then used for assessing concrete durability through a theoretical approach, namely performance-based analysis. The results from the application of this approach are consistent with the penetration depth of aggressive agents measured from core samples. Finally a simulation method currently being developed by EDF is presented, which has great relevance to durability assessment.

Original language	English
Article number	03003
Journal	EPJ Web of Conferences
Volume	12
Issue number	Special Issue
DOIs	https://doi.org/10.1051/epjconf/20111203003
State	Published - Apr 12 2011
Externally published	Yes
Event	2010 International Workshop on Ageing Management of Nuclear Power Plants and Waste Disposal Structures, AMP 2010 - Toronto, Canada Duration: Nov 7 2010 → Nov 10 2010

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abstract = "This paper presents some experimental data obtained from UHPFRC (Ultra-High Performance Fibre-Reinforced Concrete) being exposed for 10 years in a cooling tower and a high slag content concrete being exposed for 30 years in a marine environment. Experimental data are then used for assessing concrete durability through a theoretical approach, namely performance-based analysis. The results from the application of this approach are consistent with the penetration depth of aggressive agents measured from core samples. Finally a simulation method currently being developed by EDF is presented, which has great relevance to durability assessment.",

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AU - Le Pape, Y.

AU - Toutlemonde, F.

AU - Jeanpierre, A.

PY - 2011/4/12

Y1 - 2011/4/12

N2 - This paper presents some experimental data obtained from UHPFRC (Ultra-High Performance Fibre-Reinforced Concrete) being exposed for 10 years in a cooling tower and a high slag content concrete being exposed for 30 years in a marine environment. Experimental data are then used for assessing concrete durability through a theoretical approach, namely performance-based analysis. The results from the application of this approach are consistent with the penetration depth of aggressive agents measured from core samples. Finally a simulation method currently being developed by EDF is presented, which has great relevance to durability assessment.

AB - This paper presents some experimental data obtained from UHPFRC (Ultra-High Performance Fibre-Reinforced Concrete) being exposed for 10 years in a cooling tower and a high slag content concrete being exposed for 30 years in a marine environment. Experimental data are then used for assessing concrete durability through a theoretical approach, namely performance-based analysis. The results from the application of this approach are consistent with the penetration depth of aggressive agents measured from core samples. Finally a simulation method currently being developed by EDF is presented, which has great relevance to durability assessment.

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JO - EPJ Web of Conferences

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T2 - 2010 International Workshop on Ageing Management of Nuclear Power Plants and Waste Disposal Structures, AMP 2010

Y2 - 7 November 2010 through 10 November 2010

ER -

Examples of feedback, experimental and theoretical approaches for concrete durability assessment

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