PSI - Issue 38
Hendrik Bissing et al. / Procedia Structural Integrity 38 (2022) 372–381 Hendrik Bissing, Markus Knobloch, Marion Rauch / Structural Integrity Procedia 00 (2021) 000 – 000
375
4
a) Design of the Incremental Step Test specimen
b) Welded steel sheet
c) Steel sheet with extracted specimens
220.0
[mm]
20.0
60.0
40.0
40.0
60.0
R i 3.5 R o 5.0
Clamping area Transition area Measuring area R ~ 800
Fig. 2. Specimen design and extraction domains for the Incremental Step Tests according to Bissing et al.(2021)
Table 1. Probabilistic parameters of the utilised material in the SLA; Material: S 355 J2 + N; Own test results
Parameter
Dist. *
BM
HAZ
WM
Source
Mean
STD
Mean
STD
Mean
STD
E:
Young’s modulus [GPa] Tensile strength [N/mm²]
LN
202.300
7.830
205.520
3.714
207.043
1.713
f u :
LN
595.9
19.2
607.7
40.1
720.0
76.5
f y :
Yield strength [N/mm²]
LN
397.3
12.8
405.2
26.7
480.0
51.0
K’:
Hardening coefficient [N/mm²] Hardening exponent [-]
LN
818.6
1.3
826.6
13.8
848.2
17.2
n’:
LN
0.139
0.002
0.133
0.011
0.119
0.013
σ f ’:
Fatigue strength coefficient [N/mm²] Fatigue strength exponent [-]
LN
893.8
28.9
911.6
60.1
1079.9
114.7
Own test results
b:
N
-0.082
0.001
-0.080
0.004
-0.075
0.005
ε f ’:
Ductility coefficient [-] Ductility exponent [-]
LN
0.589
0.003
0.585
0.011
0.553
0.020
c:
N
-0.590
0.003
-0.601
0.019
-0.628
0.026
K t :
Stress concentration factor [-]
N
2.650
0.398
FE **
* LN: Lognormal Distribution; N: Normal distribution ** FE Calculations according to Pachoud et al. (2017); Mean and STD of the stress concentration factor K t are not related to the BM
Table 2. Probabilistic densities of parameters used in the CPM
Parameter
Dist.
Mean
STD
Source
C: m: a 0 :
Paris law parameter [(N/mm 3/2 ) m ]
LN
5.860 E-13
3.516 E-13
Paris law parameter [-] Initial crack length [mm]
none
3.000 0.150
[-]
LN LN
0.099
ΔK 0 : Lower boundary Paris law [N/mm 3/2 ] ΔK c : Upper boundary Paris law [N/mm 3/2 ]
140.000 2000.000
56.000
JCSS (2002)
none
none none
c 0 :
Initial crack length 3D [mm]
LN
1 to 10 times a 0
Assumption
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