PSI - Issue 2_A

A. Taştan et al. / Procedia Structural Integrity 2 (2016) 261 – 268 Ta ş tan et al./ Structural Integrity Procedia 00 (2016) 000–000

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b)

c)

a)

0   o

0   o

90   o

d)

90   o

Fig. 4 FEA and PD results comparison for rotations a) and c) and out of plane displacements b) and d) for the orthotropic plates under bending load

a)

b)

0   o

45   o

Fig. 5 Orthotropic laminas with a) 0 o and b) 45 o fiber orientations under pure bending moment conditions.

PD

FEA

PD

FEA

c)

d)

0   o

45   o

45   o

b)

a)

0   o

Fig. 6 PD and FEA results comparison for out of plane displacement contours for the orthotropic plates under bending load

45   o b)

90   o c)

0   o a)

Fig. 7 Orhotropic plates with central crack under pure bending moment

0   o a)

45   o b)

90   o c)

Fig. 8 Damage contours for the orthotropic plates with central crack under bending load.