Cheng Yuan

TL;DR: In this paper, the authors investigated the effect of high temperature exposure on geopolymer concrete by visual inspection, mass loss, extent of cracking, residual strength and microstructure investigation.

TL;DR: In this article, the effect of aggregate size on the interfacial bond behavior between BFRP sheets and concrete is investigated by conducting single-lap shear tests, and the experimental results have shown a significant effect of the aggregate size (i.e., 5-10mm, 10-15mm, and 15-20mm) on the debonding load, maximum bond stress, effective bond length, local slip at peak shear stress, as well as the bond-slip relationship between the BFRPs and concrete.

TL;DR: In this paper, the interfacial behavior between hybrid FRP (carbon/basalt) and concrete blocks by using the single-lap shear testing method was investigated, and the effect of FRP stacking order on the fracture energy was also examined.

TL;DR: In this paper, the interfacial bond behavior between basalt fiber reinforced polymer sheet (BFRP) and steel fiber reinforced concrete (SFRC) is investigated and the effects of volume fraction on the bond strength, effective bond length, local slip at the peak shear stress, and interfacial-slip relationship are evaluated and discussed.

TL;DR: In this paper, an experimental investigation regarding to the dynamic interfacial bond behavior between basalt fiber (BFRP) sheets and steel fiber reinforced concrete (SFRC) is carried out in order to understand the dynamic bonding strength between FRP and concrete.