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U.S. Department of Energy
Office of Scientific and Technical Information

Criteria and guidelines for predicting concrete containment leakage

Technical Report ·
OSTI ID:6343886
This report draws on five years of EPRI-sponsored research for developing a test validated methodology for predicting the overpressure behavior of concrete containments. The evidence discovered during this comprehensive research program points to leakage as the dominant failure mode for concrete containments, so the thrust of this report is to present the bases and justification of this failure mode and of the development of a simplified criteria for predicting concrete containment leakage. First, an overview of the experimental and analytical evidence is presented. Second, liner tearing mechanisms that have been exhibited in a variety of tests are examined in detail in order to postulate a simplified approach for predicting liner tearing. The simplified approach that has been developed consists of guidelines for performing simplified 2D analysis of containments to produce global liner strain predictions in the absence of structural discontinuities. These predictions are used with sets of curves of strain magnification factors which are due to strain concentration near structural discontinuities, strain gage length effects, and liner stress triaxiality conditions. The report gives examples of how the strain concentration factor curves were developed, and it describes step-by-step instructions for using the methodology along with a comprehensive example application for a reinforced concrete and a prestressed concrete containment. 16 refs., 58 figs.
Research Organization:
Electric Power Research Inst., Palo Alto, CA (USA); ANATECH Research Corp., San Diego, CA (USA)
OSTI ID:
6343886
Report Number(s):
EPRI-NP-6260-M
Country of Publication:
United States
Language:
English