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Section 1.2.6. Buckling of an imperfection-sensitive cylindrical shell. Section 1.3.1. Upsetting of a cylindrical billet: quasi-static analysis with mesh-to-mesh solution mapping (Abaqus/Standard) and adaptive meshing (Abaqus/Explicit). Section 1.4.1. A plate with a part-through crack: elastic line spring modeling. The limit moment of a through wall cracked pipe under pure bending. Ramberg-Osgood strain hardening exponent. − Method for estimating the fracture. Shield and whip restraints wouldn't be required. The elastic-plastic FE analyses were conducted using ABAQUS6.11 to compare. Buckling and collapse analyses. 1.1.1 1.1.2 1.1.3 1.1.4 1.1.5 1.1.6 1.1.7 1.1.8 1.1.9 1.1.10 1.1.11 1.1.12 1.1.13 1.1.14 1.1.15 1.1.16 1.1.17 1.1.18 1.1.19 1.1.20 1.1.21 1.1.22 1.1.23 1.1.24 1.2.1 1.2.2 1.2.3 1.2.4 1.2.5 1.2.6. Snap-through buckling analysis of circular arches Laminated composite shells: buckling of a cylindrical. Nuclear power plants are designed to be capable of safely shutting-down in case of a large design-basis tornado or hurricane. The magnitude of the postulated design-basis tornado or hurricane is such that there is less than 1 in 10 million chance (1E-7) per year and per reactor that it would be exceeded.