PSI - Issue 2_A
Stepanova Larisa et al. / Procedia Structural Integrity 2 (2016) 793–800 Author name / Structural Integrity Procedia 00 (2016) 000–000
797
5
s q
b) r
s
a)
0.4 0.3 0.2 0.1 =0.05 M p --- --- --- --- ---
rr
n=6
0.10
n=6
0.4 0.3 0.2 0.1 =0.05 M p --- --- --- --- ---
0.8
0.8
0.95 0.9 0.8 0.7 0.6 0.5 ---
-- -- -- --- --- ---
0.95 0.9 0.8 0.7 0.6 0.5 ---
-- -- -- --- --- ---
0.06
0.6
0.04
0.4
0.02
0
0.2
-0.02
-0.04
-0.2
-0.06
-0.8
-0.4
3 q
3 q
-3
-3
-1
-1
-2
1
2
-2
1
2
0
0
s
c)
s rr
d)
0.04
n=8
0.4 0.3 0.2 0.1 =0.05 M p --- --- --- --- ---
n=6
0.3 0.2 0.1 =0.05 M p --- --- --- --- 0.4 ---
0.02
0.8
0.95 0.9 0.8 0.7 0.6 0.5 ---
-- -- -- --- --- ---
0.95 0.9 0.8 0.7 0.6 0.5 ---
-- -- -- --- --- ---
0
0.6
-0.02
0.4
-0.04
0.2
-0.06
0
-0.08
-0.2
-0.10
-0.4
3 q
3 q
-3
-3
-1
-1
-2
1
2
-2
1
2
0
0
s
g)
s r
e)
q
0.4 0.3 0.2 0.1 =0.05 M p --- --- --- --- ---
n=8
n=8
0.04
--- --- --- --- --- - - -- -- -- --- --- ---
0.4 0.3 0.2 0.1 =0.05 M p
0.02
0.10
0.95 0.9 0.8 0.7 0.6 0.5 ---
0.95 0.9 0.8 0.7 0.6 0.5 ---
-- -- -- --- --- ---
0
-0.02
0.05
-0.04
0
-0.06
-0.08
-0.05
-0.10
-0.12
-0.10
-0.14
q
q
-3
3
-3
3
-1
-2
1
2
-1
-2
1
2
0
0
Fig. 1.Angular distributions of the stress components for different values of the mixity parameter and for different values of the creep exponent: (a) angular distribution of the radial stress rr σ for 6 n = ; (b) angular distribution of the shear stress r θ σ for 6 n = ; (c) angular distribution of the tangential stress θθ σ for 6 n = ; (d) angular distribution of the radial stress rr σ for 8 n = ; (e) angular distribution of the shear stress r θ σ for 8 n = ; (g) angular distribution of the tangential stress θθ σ for 8 n = .
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