Page 192 - Marine Structural Design
P. 192
168 Pari II Ultimate Strength
a-4
0
*a section
*\
La'
(c) Subsequent mode - 2
Figure 9.10 Local Buckling in Dent Mode
I / BC2 BC2 61.4 f&
,
I I I I I , I
0 8 16 24 32 40 48
6 (nun)
Figure 9.1 1 Load vs. Load-Line Curves for Small Scale Test Specimens
Subjected to Pure Bending Loads
