PSI - Issue 17

Jamal A. Abdalla et al. / Procedia Structural Integrity 17 (2019) 403–410 Jamal A. Abdalla et al. / Structural Integrity Procedia 00 (2019) 000 – 000

5

407

120

100

80

60

Load(kN)

40

20

0

0

2

4

6

8

10

Deflection (mm)

Fig. 4. Load-deflection response of the control beam

Fig. 5. Failure mode of the control beam.

150

100

Load(kN)

50

0

0

2

4

6

8

10

12

14

Deflection (mm)

Fig. 6. Load-deflection response of AA90 specimen