ML18137A134

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NEI-NRC Workshop Irradiated Concrete - RES, May 17, 2018
ML18137A134
Person / Time
Issue date: 05/17/2018
From: Madhumita Sircar
NRC/RES/DE/SGSEB
To:
Brady B, NRR-DMLR 415-2981
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Download: ML18137A134 (11)


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NRCs Research Perspectives on Irradiated Concrete Madhumita Sircar US Nuclear Regulatory Commission Office of Nuclear Regulatory Research NEI-EPRI Concrete Workshop Washington, DC May 17, 2018

Overview

  • Objectives and Outcome
  • Engagement
  • Plant Specific Information
  • Additional Knowledge Development 2

Research Perspectives

  • Nearest load-bearing concrete depends on the nozzle support design
  • RPV supported on concrete bioshield (CBS)
  • RPV supported on steel columns and horizontal steel frame anchored to CBS for lateral load transfer
  • Other safety related concrete structure and components close to RPV Reactor Concepts Manual (ML15252A444)

Research Perspectives Objectives

- Estimation of expected level of radiation (neutron E>0.1 MeV and gamma) on concrete for the period of SLR (up to 80 years of operation) and propagation of radiation through concrete section

- Characterization of degradation due to radiation

- Characterization of concrete damage depth under structural constraints

- Structural significance for long-term operations considering current licensing basis design

- Programmatic aspects for managing the aging effects 4

Research Perspectives Outcome

- Approaches for confirmatory review of industry research to assess structural performance for the structures exposed to high radiation

- Technical bases to support updating regulatory guidance for structures exposed to high irradiation for operating life up to 80 years (SLR).

5

Research Perspectives

  • Engagements

- NRC is conducting confirmatory research

- NRC-DOE-EPRI joint research MOU and roadmap

- NRC-NRA (Japan) bi-lateral research MOU - NRC received experimental data from recently completed NRAJ research

- Participating in International Committee on Irradiated Concrete (ICIC) 6

Estimated 80-Year Neutron Fluence (E > 0.1 MeV) on Concrete Estimated 80 Year Neutron Fluence (E >0.1 MeV) at Outer RPV (Inner face of concrete is about 10% less).

Source: ORNL/TM-2018/769 7

Plant-Specific Information to Develop Basic Understanding

- Current neutron fluence and gamma dose information

- Plant configuration and structural details of RPV supports and bioshield wall

- Concrete composition (aggregates, cement, grout, etc.),

reinforcement and supports anchorage

- Environment (temperature and humidity)

- CBS liner and attachment

- Current Licensing Basis design requirements (method, load combination, design codes)

- Inspection and monitoring methods 8

Plant-Specific Information to Develop Basic Understanding

  • Support details
  • Local design considerations - concrete, rebar, anchorages
  • Characterization of load-resisting mechanisms (for example, steel-concrete bond strength)

Source: WCAP-14422 Rev. 2-A

Additional Knowledge Development Irradiated Steel-Concrete Bond Strength [Significant]

- Possible loss of bond due to the irradiation-induced damage of concrete around rebars and support anchorages Rate Effects

- Require concrete harvested from decommissioned LWR NPPs

  • at high dose, i.e., > 1019 n.cm-2 @ E > 0.1 MeV
  • w/ high silica content aggregate No relevant harvesting opportunity as of today.

Likely source San Onofre, Keewaunee Examination of In-Situ Damage, Monitoring, and Aging Management approaches Irradiated Concrete Creep

- Need for experimental data. Concrete creep may affect irradiation-induced cracking Irradiation-Assisted Alkali-Silica Reaction

- Irradiation-induced amorphization increases the dissolution rate of aggregates 1

QUESTIONS?