Effect of Chloride on Tensile and Bending Capacities of Basalt FRP Mesh Reinforced Cementitious Thin Plates under Indoor and Marine Environments

Table 4

Tensile capacity of the bundles and wires.

Specimens	Failure load P (kN)	Ultimate elongation (%)
BFRP-C	0.34	7.3
BFRP-B(II)	0.26	4.2
BFRP-B(III)	0.14	1.9
Steel-C	0.35	5.1
Steel-S(II)	0.22	2.4
Steel-S(III)	0.15	1.6

Note. References “BFRP-C” and “Steel-C” indicate the BFRP bundle and steel wires directly obtained from sound meshes, respectively, while the others indicate the BFRP bundle or steel wires extracted from thin plates after environmental exposure.