Table 1: Characteristics of the tested beams [¹⁵].

Beam N°	Hight (m)	Reinforcement	Cover (m)	Load P (N)	Deflection d (m)
1	0.050	2 Ø 0.008 m	2	800	L / 200 = 0.0100
2	0.070	2 Ø 0.008 m	2	1350	L / 300 = 0.0067
3	0.082	2 Ø 0.008 m	2	1710	L / 400 = 0.0050
4	0.094	2 Ø 0.008 m	2	2020	L / 500 = 0.0040
5	0.104	2 Ø 0.008 m	2	2300	L / 600 = 0.0033