Table 7.

FE analysis for strengthened slab compared with experimental data.

Constitutive Models	Py,mod. (kN)	Δy,mod. (mm)	Kmod. (kN/mm)	Pd,mod. (kN)	Δd,mod. (mm)	$\frac{{\mathbf{P}}_{\mathbf{y},\mathbf{m}\mathbf{o}\mathbf{d}.}}{{\mathbf{P}}_{\mathbf{y},\mathbf{e}\mathbf{x}\mathbf{p}.}}$	$\frac{{∆}_{\mathbf{y},\mathbf{m}\mathbf{o}\mathbf{d}.}}{{∆}_{\mathbf{y},\mathbf{e}\mathbf{x}\mathbf{p}.}}$	$\frac{{\mathbf{K}}_{\mathbf{m}\mathbf{o}\mathbf{d}.}}{{\mathbf{K}}_{\mathbf{e}\mathbf{x}\mathbf{p}.}}$	$\frac{{\mathbf{P}}_{\mathbf{d},\mathbf{m}\mathbf{o}\mathbf{d}.}}{{\mathbf{P}}_{\mathbf{d},\mathbf{e}\mathbf{x}\mathbf{p}.}}$	$\frac{{∆}_{\mathbf{d},\mathbf{m}\mathbf{o}\mathbf{d}.}}{{∆}_{\mathbf{d},\mathbf{e}\mathbf{x}\mathbf{p}.}}$
Monti et al. [59]	59.4	24.6	2.41	65.4	37.8	1.00	1.00	1.00	1.10	1.54
Lu et al. [58]	59.6	24.7	2.41	66.5	40.0	1.01	1.00	1.00	1.12	1.63
Dai and Ueda [57]	59.6	24.8	2.40	64.4	57.0	1.01	1.01	1.00	1.09	2.32
Dai et al. [56]	59.1	24.2	2.44	-	-	1.00	0.98	1.01	-	-
Obaidat et al. [34]	60.4	25.0	2.42	-	-	1.02	1.02	1.00	-	-
Perfect bond	60.4	24.8	2.44	-	-	1.02	1.01	1.01	-	-