Research Article
Buckling Behavior of Metallic Cylindrical Shell Structures Strengthened with CFRP Composite
Figure 6
(a) Damage to the steel/composite interface; (b) interlayer delamination due to localized loading on CFRP; (c) null or insufficient covering conducts to inhibit “belt effect” of the CFRP layer.
(a) |
(b) |
(c) |