Issue 66

M. Zaglal et alii, Frattura ed Integrità Strutturale, 66 (2023) 1-16; DOI: 10.3221/IGF-ESIS.66.01

12 15 18 21 24 27 30

25

20

15

Load, kN 10

Load, kN

0 3 6 9 12151821242730 0 3 6 9 Experimental Numerical

Experimental Numerical

5

0 3 6 9 12151821242730 0

Deflection, mm

Deflection, mm

a) Beam RMBA

b) Beam RMBB

35

Experimental Numerical

30

25

20

15

Load, kN

10

5

0 5 101520253035 0

Deflection, mm

c) Beam RMBC Figure 8: Comparison between the Experimental and Numerical Results; a) RMBA , b) RMBB, and c) RMBC .

Shear failure

a)

b)

12