Research Article
Sulfate and Calcium Chloride Resistance of Steel/Glass Fiber-Reinforced Polymer Hybrid Panel for Improved Movable Weir Application
Figure 19
Fracture deformation with thickness of hybrid panels after Ca2Cl2 solution.
| (a) 9.2 mm (plain) |
| (b) 12.2 mm (plain) |
| (c) 15.2 mm (plain) |
| (d) 9.2 mm (sand blast) |
| (e) 12.2 mm (sand blast) |
| (f) 15.2 mm (sand blast) |