Skip to main content
Fig. 12 | International Journal of Concrete Structures and Materials

Fig. 12

From: A Study on the Flexural Performance of Para-aramid Fiber Reinforced Concrete Beams with Recycled Coarse Aggregates

Fig. 12

A comparison between different experimental results of FRP strengthening (AFRP Aramid Fiber Reinforcement Polymer, CFRP Carbon Fiber Reinforcement Polymer Yang et al. (2007), GFRP Glass Fiber Reinforcement Polymer, HFRP Glass-Carbon Hybrid Fiber Reinforcement Polymer Wang and Zhou, (2018), B-type bottom part application, U-type bottom and side part application)

Back to article page