Civil Engineering Reference
In-Depth Information
Fig. 7.11
FE surrogate of a single rivet forming process
200
100
0
Experimental results
Numerical results
-100
-200
-300
-400
5
10
15
20
25
30
35
Distance from rivet, mm
Fig. 7.12
Numerical and experimental [
10
] residual tangential stresses along the countersink
line
• Project 2: Using the explicit FE described in Test Case 1 and Isight software,
build a surrogate using Kriging method. The reader has the options to choose his
own inputs and outputs of the Kriging method.
• Project 3: Steady-state analysis step is recommended to follow the explicit FE
analysis, but it requires high computational power. Run the extra step and
compare results.
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