Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads

International Journal of Concrete Structures and Materials

Table 3 Loading scheme of specimen under cyclic load.

Number of specimen	Stress level (S_l)	σ_max/MPa	σ_min/MPa	R
FB01	0.60	13.5	2.25	0.167
FB1-1, FB1-2	0.65	14.63		0.154
FB2-1, FB2-2	0.68	15.30		0.147
FB3-1, FB3-2	0.73	16.43		0.137
FB4-1, FB4-2	0.75	16.88		0.1333
FB5-1, FB5-2	0.80	18.00		0.125