Issue 33
T. Itoh et alii, Frattura ed Integrità Strutturale, 33 (2015) 289-301; DOI: 10.3221/IGF-ESIS.33.33
3
Case 0
Case 1
Case 3
Case 4
Case 2
Case 9
Case 8
Case 5
Case 6
Case 7
Case 10
Case 11
Case 13
Case 14
Case 12
Figure 8 : 15 strain paths employed in the non-proportional LCF test.
SUS304, T=923K
SUS304, T=923K
SUS304, T=923K
3000
Case0 Case1 Case2 Case3 Case4 Case5 Case6 Case7 Case8 Case9 Case10 Case11 Case12 Case13 Case14
800
Case0 Case1 Case2 Case3 Case4 Case5 Case6 Case7 Case8 Case9 Case10 Case11 Case12 Case13 Case14
Case0 Case1 Case2 Case3 Case4 Case5 Case6 Case7 Case8 Case9 Case10 Case11 Case12 Case13 Case14
2
0.4 Strain range ASME , % 1
1000 Stress range I e , MPa 2000
600
400 Stress range I , MPa
0.2
0
200
10 2
10 3
10 4
10 5
10 2
10 3
10 4
10 5
10 2
10 3
10 4
10 5
Number of cycles to failure N f
, cycles
Number of cycles to failure N f
, cycles
Number of cycles to failure N f
, cycles
(a) (b) (c)
Figure 9 : Correlation of non-proportional LCF lives with ASME
, I e and I
: (a) ASME
N f
, (b) I e N f
, (c) I
N f
.
Fig. 10 correlates the non-proportional LCF lives with NP correlates the non-proportional fatigue lives with a small scatter. employed was determined from the degree of additional hardening. This result suggests that a suitable strain parameter for multiaxial LCF life evaluation must take account of intensity of non-proportionality of loading and additional hardening due to non-proportional loading. The former is the non proportional factor, f NP or f NP , and the latter is the material constant, , in NP . , where material constant, , is set to 0.4. NP
SUS304, T=923K
Case0 Case1 Case2 Case3 Case4 Case5 Case6 Case7 Case8 Case9 Case10 Case11 Case12 Case13 Case14
2
0.4 Strain range NP , % 1
= 0.4
0.2
10 2
10 3
10 4
10 5
Number of cycles to failure N f
, cycles
Figure 10 : Correlation of non-proportional LCF lives with NP .
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