Page 217 - Marine Structural Design
P. 217
Chapter 9 Buckling and Local Buckling of Tubular Members 193
in the simplified analysis. Applying the Plastic Node Method for the post-ultimate strength
analysis is a basic idea that is presented in Ueda and Fujikubo (1986). These remain as ideas in
progress.
-: ISUM
---: FEM
t
50 100 150 2W 250 300
n(m1
(a) e1D = 118
-
lSUn
:
50 1W 150 200 250 300
*(m)
(b) el0 * 114 (cl e1u - 318
Figure 9.28 Load Lateral Deflection Curves of H Series Specimens
