Skip to main content
U.S. Department of Energy
Office of Scientific and Technical Information

Ultimate pressure capacity of reinforced and prestressed concrete containments

Technical Report ·
OSTI ID:5682632
This report presents the results of an in-depth evaluation of current modeling techniques and analysis procedures for determining ultimate pressure capacity of reinforced and prestressed concrete containments. The material used for describing the nonlinear material behavior of concrete and steel are reviewed in detail. Special attention is focused on post-cracking behavior of concrete which controls one of the containment failure modes, i.e., the shear failure. Various finite element idealizations utilized for containment analysis are reviewed. The effects of major assumptions pertaining to containment geometry, basemat restraint, finite element mesh, rebar locations and orientations, are evaluated. Finally, failure analyses of two selected reinforced and prestressed concrete containments are performed and results are compared with those presented in the literature. 27 refs., 25 figs.
Research Organization:
Brookhaven National Lab., Upton, NY (USA)
DOE Contract Number:
AC02-76CH00016
OSTI ID:
5682632
Report Number(s):
NUREG/CR-4149; BNL-NUREG-51857; ON: TI85012868
Country of Publication:
United States
Language:
English