Research Article
Buckling Behavior of Metallic Cylindrical Shell Structures Strengthened with CFRP Composite
Table 2
Numerical stresses and strains for each layer.
| | Five reference points | 1 | 2 | 3 | 4 | 5 |
| | Steel layer | σΖ (MPa) | 319.2 | 321.2 | 392.2 | 430 | 430 | | εΖ (%) | 0.069 | 0.18 | 1.4 | 3.6 | 5.1 |
| | CFRP layer | σθ (MPa) | 65.3 | 172.4 | 1440 | 3799 | 4971 | | εθ (%) | 0.069 | 0.18 | 1.4 | 3.6 | 5.1 |
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