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Analysis of Factors Influencing Compressive Bearing Capacity of Nuclear Containment

[+] Author Affiliations
Gangling Hou, Chenning Song, Tianshu Song

Harbin Engineering University, Harbin, China

Guoliang Zhou

Nuclear and Radiation Safety Center, MEP, Beijing, China

Paper No. ICONE21-15191, pp. V003T06A005; 5 pages
doi:10.1115/ICONE21-15191
From:
  • 2013 21st International Conference on Nuclear Engineering
  • Volume 3: Nuclear Safety and Security; Codes, Standards, Licensing and Regulatory Issues; Computational Fluid Dynamics and Coupled Codes
  • Chengdu, China, July 29–August 2, 2013
  • Conference Sponsors: Nuclear Engineering Division
  • ISBN: 978-0-7918-5580-5
  • Copyright © 2013 by ASME

abstract

Nuclear containment protects nuclear island from serious accident, while its compressive bearing capacity remains the key problem to nuclear safety. With reference to one nuclear containment, the special concrete damaged plasticity model in software ABAQUS, this article systematically analyzes influencing rules of compressive bearing capacity and factors such as gravity, steel liner, prestressed tendons etc. The result shows that steel liner and prestressed tendons play key parts in deformation inhibition and the failure mode of nuclear containment, meanwhile prestressed tendons are crucial to improve the compressive bearing capacity.

Copyright © 2013 by ASME

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