Wall panels were reinforced with a mesh of 350-mm-long GFRP rebars measuring 6 mm in diameter. ![]() Jute fibers measuring 50 mm in length were added as a replacement of 5% of cement mass. Mix design was 1:3:2 with a 0.6 water–cement ratio. Concrete was prepared for the testing of mechanical, dynamic, and impact properties of specimens. ![]() The goal of this research is to investigate the effect of the addition of jute fibers (JF) in the glass-fiber-reinforced polymer (GFRP) rebar-reinforced concrete wall for possible absorption of impact energy. Such scenarios require special precautionary measures to counteract forces induced by these impacts. Structures are often exposed to dynamic loading in the case of accidental impacts.
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