1987
DOI: 10.1016/0029-5493(87)90210-x
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Results of large-scale test of discontinuity region in a prestressed concrete containment

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Cited by 4 publications
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“…(ln(P i /P m )) 2 (11) where P i is the pressure capacity of sample i; k is the total number of the samples. Figure 14 illustrates the fragility curves of the gusset region of the NCS at different degrees of liner corrosion.…”
Section: Fragility Curves Of the Ncsmentioning
confidence: 99%
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“…(ln(P i /P m )) 2 (11) where P i is the pressure capacity of sample i; k is the total number of the samples. Figure 14 illustrates the fragility curves of the gusset region of the NCS at different degrees of liner corrosion.…”
Section: Fragility Curves Of the Ncsmentioning
confidence: 99%
“…The liner is designed to safeguard the leak-tightness of the NCS, while its contribution to the bearing capacity of the NCS is usually neglected. Numerous experimental studies have demonstrated that the cracking of concrete occurs before the tearing of the liner when the NCS is subjected to overpressure loads [9][10][11]. Therefore, the leak-tightness of the NCS in severe accident scenarios is mainly ensured by the liner [12,13].…”
Section: Introductionmentioning
confidence: 99%