Research Article
Bond-Slip Behavior of Basalt Fiber Reinforced Polymer Bar in Concrete Subjected to Simulated Marine Environment: Effects of BFRP Bar Size, Corrosion Age, and Concrete Strength
Figure 5
Bond-slip behavior of the BFRP bars in concrete specimens after different corrosion ages.
(a) Ф 8 mm |
(b) Ф 25 mm |