Technical Papers
Feb 19, 2021

Reliability Analysis of the Ductile Fracture of Overpacks for High-Level Radioactive Waste in Repository Conditions

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 7, Issue 2

Abstract

In France, a deep geological repository project is under development for radioactive waste management. The lack of knowledge from similar facilities and the large time scales involved result in uncertainties about the repository environment in operating conditions. The reliability methods are dedicated to dealing with such problematics and are used in this work to study the behavior of the overpack containing high-level radioactive waste. Its function is to isolate the waste from the environment for the first 500  years. The analysis is based on a finite-element model of the system integrating the time-related degradation of the system and considers a ductile fracture criterion. The stochastic structural model includes uncertain and time dependent corrosion rates and mechanical loading. A Kriging metamodel is calibrated in order to predict the behavior of the finite-element model with a much smaller computation time. The failure probability of the system is estimated using Monte Carlo simulations based on the results of both the finite-element model and the Kriging metamodel. The behavior of the system and the parameters having a first order influence on its performances are investigated through a sensitivity analysis.

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Data Availability Statement

The data (Monte Carlo simulations, AK-MCS iterations, finite-element model, and corrosion analytical models) is proprietary in nature, and its availability will be handled by Andra. Requests should be addressed to Dr. Bumbieler ([email protected]).

Acknowledgments

This work is founded by Andra, which is gratefully acknowledged for technical and financial support. The authors would like to gratefully thank Didier Crusset, Valerie Deydier, and Sophia Necib for the helpful discussions on corrosion modes expected in repository conditions.

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 7Issue 2June 2021

History

Received: Jul 2, 2020
Accepted: Nov 18, 2020
Published online: Feb 19, 2021
Published in print: Jun 1, 2021
Discussion open until: Jul 19, 2021

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Institute for Risk and Reliability, Leibniz Universität, Callinstraße 34, 30167 Hannover, Germany (corresponding author). ORCID: https://orcid.org/0000-0003-1760-1171. Email: [email protected]
J. Serveaux, Ph.D. [email protected]
Unity of Research Life Assessment of Structures, Materials, Mechanics and Integrated Systems, Univ. of Technology of Troyes, 12 Rue Marie Curie, 10010 Troyes, France. Email: [email protected]
Mechanics, Mechanical Engineering, Civil Engineering, Industrial Engineering, Université Clermont Auvergne, Centre National de la Recherche Scientifique, SIGMA Clermont, Institut Pascal, 27 Rue Roche Genès, 63170 Aubière, France. ORCID: https://orcid.org/0000-0002-1943-0778. Email: [email protected]
C. Labergere, Ph.D. [email protected]
Unity of Research Life Assessment of Structures, Materials, Mechanics and Integrated Systems, Univ. of Technology of Troyes, 12 Rue Marie Curie, 10010 Troyes, France. Email: [email protected]
A. Chateauneuf [email protected]
Professor, Dept. of Mechanics, Mechanical Engineering, Civil Engineering, Industrial Engineering, Université Clermont Auvergne, Centre National de la Recherche Scientifique, SIGMA Clermont, Institut Pascal, 2 Ave. Blaise Pascal, 63100 Aubière, France. Email: [email protected]
K. Saanouni [email protected]
Unity of Research Life Assessment of Structures, Materials, Mechanics and Integrated Systems, Univ. of Technology of Troyes, 12 Rue Marie Curie, 10010 Troyes, France. Email: [email protected]
F. Bumbieler, Ph.D. [email protected]
Dept. of Fluids and Solids Mechanics, R&D division, Andra, 1 Rue Jean Monnet, 92290 Châtenay-Malabry, France. Email: [email protected]

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