Page 191 - Marine Structural Design

Chapter 9 Buckling and Local Buckling of Tubular Members 167

P (ton) 16

12
Ud
HA0 I535 0
114
97.0 8 HA2 l.535 1116
895
HA3
HA4 605 1116
4
0
P (ton) 12

8 u-I) .ID
81.2 mi 1,635 im
HE2 1,635 1116
4 HB3 1,635 118
0 4 8 12 16 20 24 28
u ftnd

u-I) .ID
HC1 1,635 Im
HC?. 1,635 1116
HC3 1,631, 118

I
0 4 8 12 16 20 24 28 32 36

Figure 9.9 Load-End Shortening Curves for Small Scale Test
Specimens Subjected to Axial Thrust With Eccentricity