Page 185 - Marine Structural Design

Chapter 9 Buckling and Local Buckling of Tubular Members 161

50
,-------w
*/-- e-
40
30
- tension
a
20
--- compression
10
# 1 I # I
0 0.2 0.4 0.6 0.8 1.0
E%
(b) B seiies

-1 tension
--- ; compression

I #
0 0.2 0.4 0.6 0.8 1.0
E Yo
(c) C series

.c cc _* --*--*
-e--
/* *

tension
-1
--- compression
1

I L I I I
0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6
E Yo
(d) D seiies

Figiure 9.3 Tensile Stress-Strain Curve for Large Scale Test Specimens
(Continued)