Analyzing the Bond Behavior of Fiber-Reinforced Polymer (FRP) Bars Embedded in Engineered Cementitious Composites (ECCs) with the Nonlocal Continuum Rod Model

Table 1

Values of the parameters and experimental results.

Specimens	Parameters										Experimental results
	Ec (GPa)	Es (GPa)	ds (mm)	b (mm)	Lf (mm)	τ0 (MPa)	τm (MPa)	τf (MPa)	δ1 (mm)	δ2 (mm)	Fmax (kN)	Fres (kN)
C30	30	180.1	10	100	100	0.03	1	0.72	0.55	2.43	2.94	2.28
G50	30	32	10	100	100	0.14	0.74	0.46	0.61	3.84	2.2	1.46

Note. C30 represents the specimens containing CFRP bars embedded in ECC with a compressive strength of 30 MPa, whereas G50 represents the specimens containing GFRP bars embedded in ECC with a compressive strength of 50 MPa.