Analysis Method for Reinforcing Circular Openings in Isotropic Homogeneous Plate-Like Structures Subjected to Blast Loading

Table 8

Concentrated peak bending moments for the one-way test models.

Test model	per (14) (kN·m)
TM-1a	8.34
TM-1b	4.88
TM-1c	1.97
TM-2a	3.37
TM-2b	1.34
TM-2c	NR
TM-3a	5.24
TM-3b	2.89
TM-3c	NR
TM-4a	2.07
TM-4b	0.13
TM-4c	NR

NR = no reinforcement required.