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 M, NRR-DMLR 415-2981
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Download: ML18137A134 (11)


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NRC's Research Perspectives on Irradiated ConcreteMadhumita Sircar US Nuclear Regulatory Commission Office of Nuclear Regulatory ResearchNEI-EPRI Concrete Workshop Washington, DC May 17, 2018 Overview*Objectives and Outcome

  • Engagement
  • Plant Specific Information
  • Additional Knowledge Development 2

Research Perspectives

  • Reactor pressure vessel (RPV) generally supported under the inlet and/or outlet nozzles
  • 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 RPVReactor Concepts Manual (ML15252A444)

Research PerspectivesObjectives

-Estimation of expected level of radiation (neutron E>0.1 MeVand 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 PerspectivesOutcome-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 7Estimated 80 Year Neutron Fluence (E >0.1 MeV) at Outer RPV (Inner face of concrete is about 10% less). Source: ORNL/TM

-2018/769 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 support sanchorage-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 Irradiated Steel

-Concrete Bond Strength [Significant]

-Possible loss of bond due to the irradiation

-induced damage of concrete around rebars and support anchoragesRate Effects

-Require concrete harvested from decommissioned LWR NPPs

  • at high dose, i.e., > 10 19n.cm-2@ E > 0.1 MeV
  • w/ high silica content aggregate No relevant harvesting opportunity as of today.Likely source San Onofre , KeewauneeExamination of In

-Situ Damage, Monitoring, and Aging Management approachesIrradiated Concrete Creep

-Need for experimental data. Concrete creep may affect irradiation

-induced crackingIrradiation

-Assisted Alkali

-Silica Reaction

-Irradiation

-induced amorphization increases the dissolution rate of aggregates g Additional Knowledge Development 1 0 QUESTIONS?