1. Effect of steel reinforcement corrosion on the dynamic behavior of RC beams
- Author
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LEJOUAD, CHAYMAA, Richard, Benjamin, MONGABURE, Philippe, CAPDEVIEILLE, Sophie, RAGUENEAU, Frédéric, KEVORKIAN, Sandrine, CEA-Direction des Energies (ex-Direction de l'Energie Nucléaire) (CEA-DES (ex-DEN)), Commissariat à l'énergie atomique et aux énergies alternatives (CEA), PSN-EXP/SES/LMAPS, Institut de Radioprotection et de Sûreté Nucléaire (IRSN), Laboratoire de Mécanique et Technologie (LMT), École normale supérieure - Cachan (ENS Cachan)-Centre National de la Recherche Scientifique (CNRS), The French Institute for Radioprotection and Nuclear Safety (IRSN) and the Nuclear Energy Divisionof the French Sustainable Energies and Atomic Energy Commission (CEA/DEN) are kindly thankedfor financial supports. The research reported in this paper has been supported in part by the SEISMParis Saclay Research Institute., Univ Paris Saclay, CEA, CEA DEN SEMT (CEA/DEN-SEMT), Laboratoire de Modélisation et d’Analyse de la Performance des Structures (IRSN/PSN-EXP/SES/LMAPS), Service d'Expertise des équipements et des Structures (IRSN/PSN-EXP/SES), Institut de Radioprotection et de Sûreté Nucléaire (IRSN)-Institut de Radioprotection et de Sûreté Nucléaire (IRSN), DEN-SEMT, CEA, Université Paris-Saclay (CEA), UNIVERSITE, Institut de Radioprotection et de Sûreté Nucléaire - IRSN [Fontenay-aux-Roses], and CEA-Direction de l'Energie Nucléaire (CEA-DEN)
- Subjects
Reinforced concrete ,dynamic behavior ,[SPI]Engineering Sciences [physics] ,corrosion ,[PHYS.NUCL]Physics [physics]/Nuclear Theory [nucl-th] ,earthquake engineering ,[PHYS.NEXP]Physics [physics]/Nuclear Experiment [nucl-ex] - Abstract
International audience; Corrosion is one of the most common pathologies that affects reinforced concrete structures (RC). The fact that this phenomenon leads to a progressive loss of structural performance does not need further discussions. This loss of performance is a crucial issue for safety, especially when considering the coupling with an external loading such as an earthquake. The present study aims to quantify the time evolution of some quantities of interest, such as the eigenfrequencies, the modeshapes or the damping ratios, as functions of the corrosion degree. To reach this objective an extensive experi-mental campaign has been set up on simple but large-scale RC specimens. The consequences of the corrosion phenomenon on both the static and dynamic behaviors of beams are quantified, considering several steel configurations. In this paper, the experimental campaign is described. Especially, the accelerated corrosion method used is presented as well as the planned loading. The paper ends with a brief description of a simplified model which is under development. Due to its low computational demand, it will be able to be used within the framework of probability safety assessment (PSA) studies
- Published
- 2018