Sulfate and Calcium Chloride Resistance of Steel/Glass Fiber-Reinforced Polymer Hybrid Panel for Improved Movable Weir Application

Figure 13

Fracture deformation with thickness of hybrid panels after tap water immersions.

(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)