Research Article
Analysis Method for Reinforcing Circular Openings in Isotropic Homogeneous Plate-Like Structures Subjected to Blast Loading
Table 9
Concentrated peak bending moments for the two-way test models.
| | Test model | per (24a) (kN·m) | per (24b) (kN·m) |
| | TM-5a | 15.8 | 5.70 | | TM-5b | 7.53 | NR | | TM-5c | 4.19 | NR | | TM-6a | 1.39 | NR | | TM-6b | NR | NR | | TM-6c | NR | NR | | TM-7a | 2.03 | NR | | TM-7b | NR | NR | | TM-7c | NR | NR | | TM-8a | NR | NR | | TM-8b | NR | NR | | TM-8c | NR | NR |
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NR = no reinforcement required.
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