PSI - Issue 64

Amir Mofidi et al. / Procedia Structural Integrity 64 (2024) 999– 1008 Mofidi et al./ Structural Integrity Procedia 00 (2019) 000 – 000

1005

7

(c)

(d)

100 120 140 160

100 120 140 160

Dias and Barros (2013) R 2 1:1 = 0.19

Rizzo and De Lorenzis (2009) Upper GIP R 2 1:1 = -0.59

0 20 40 60 80

0 20 40 60 80

V f cal (kN)

V f cal (kN)

0 20 40 60 80 100 120 140 160

0 20 40 60 80 100 120 140 160

V f exp (kN)

V f exp (kN)

(e)

(f)

100 120 140 160

100 120 140 160

Bianco et al. (2014) R 2 1:1 = 0.33

0 20 40 60 80

0 20 40 60 80

V f cal (kN)

V f cal (kN)

Perera et al. (2014) R 2 1:1 = -0.41

0 20 40 60 80 100 120 140 160

0 20 40 60 80 100 120 140 160

V f exp (kN)

V f exp (kN)

(g)

(h)

100 120 140 160

100 120 140 160

Mofidi et al. (2016) R 2 1:1 = 0.12

Mofidi et al. (2023) R 2 1:1 = 0.41

0 20 40 60 80

0 20 40 60 80

V f cal (kN)

V f cal (kN)

0 20 40 60 80 100 120 140 160

0 20 40 60 80 100 120 140 160

V f exp (kN)

V f exp (kN)

Fig. 1. Predicted versus experimental results: (a) Parreti and Nanni (2004); (b) Rizzo and De Lorenzis (2009b) Lower Bound; (c) Rizzo and De Lorenzis (2009b) Upper Bound; (d) Dias and Barros (2013); (e) Perera et al. (2014); (f) Bianco et al. (2014); (g) Mofidi et al. (2016); and (h) Mofidi et al. (2023).