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

Figure 16

Comparison of (12) and FEA derived peak bending stress distributions along for the test groups TM-1 through TM-4 (one-way test models): (a) TM-1a; (b) TM-1b; (c) TM-1c; (d) TM-2a; (e) TM-2b; (f) TM-2c; (g) TM-3a; (h) TM-3b; (i) TM-3c; (j) TM-4a; (k) TM-4b; (l) TM-4c.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)

(k)

(l)