1. Cylindrical shell: Linear analysis (1607 Iblin. axial load) Undamaged 15.38 5.95 15.66 6.15 15.38 5.95 46.41 18.04 72 28 Damaged 18.96 8.17 4.40 6.11 18.97 8.12 42.33 22.35 65 35
2. Cylindrical shell: Linear analysis (2350 Iblin. axial load) Undamaged 16.77 4.42 17.17 4.68 16.77 4.41 50.70 13.51 79 21 Damaged 20.54 6.65 5.20 4.88 20.54 6.65 46.28 18.18 72 28 Cylindrical shell: Nonlinear analysis (1607 Iblin. axial load) Undamaged 14.60 6.98 14.59 6.98 14.60 6.98 43.79 20.94 68 32 Damaged 15.53 10.90 0.70 11.15 15.53 10.90 31.76 32.95 49 51
3. Cylindrical shell: Nonlinear analysis Undamaged 12.88 8.73 12.88 8.73 12.88 8.73 38.64 26.19 60 40 Damaged 16.39 11.60 - 0.16 9.02 16.39 11.69 32.62 32.31 50 50 Table 2. Summaryof D-box testfixturecrossbar axialforcesforcombinationsof internalpressureandaxial
4. contoursforthecylindricalshellwith 20-in. longlongitudinalcrack forcombined 9psig intemalpressureand 16001blin.axial compressionloading. Figure 14. Comparisonof hoop stressdistributionsfor