Document: NUREG-0800
Document ID: f67aa461-7df8-4c03-bc1e-abd20ed45420
Document Type: srp
Title: -
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1235/ML12353A365.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.1
CFR Part: 
CFR Title: 

Content:
y of the containment. The analysis should consider nonlinear material and geometric behavior and address the effect of initial geometric imperfections either explicitly (direct modeling) or implicitly (through the use of appropriate imperfection sensitivity knockdown factors). If appropriately demonstrated, residual postbuckling strength can be considered in determining the pressure capacity. The details of the analysis and the results should be submitted in report form with the following identifiable information: (1) The original design pressure, Pa, as defined in the ASME Code (2) Calculated static pressure capacity (3) Equivalent static pressure response calculated from dynamic pressure (4) The associated failure mode