Files
FE models related to report "Deciding where to verify the fatigue resistance of an orthotropic steel bridge deck"
4TU.ResearchData
Please note that this page may not contain all files of the data publication,
as originally published at the source repository:
https://data.4tu.nl/datasets/eaa8ceb3-77cc-452b-b2f2-2796ba33e5ab/1
Each data repository manages data differently, while the interface with MSL is being worked on
continuously.
In the meantime, we recommend visiting the page of the data repository to ensure you find all the
files you’re looking for.
12 files
available file types
.esa
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.txt
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1
1D_Closed stiffener.esa
2
1D_Main girder.esa
3
1D_Open stiffener.esa
4
2D_No weld details_Global mesh size 0.4 _No local mesh refinement.esa
5
2D_No weld details_Global mesh size 0.4_Local mesh refinement 0.1.esa
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2D_No weld details_Global mesh size 0.4_Local mesh refinement 0.2.esa
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2D_No weld details_Global mesh size 0.4_Local mesh refinement 0.05.esa
8
2D_With weld details_Point 1_Both trough webs.esa
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2D_With weld details_Point 2_Both trough webs.esa
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2D_With weld details_Point A_Both trough webs.esa
11
2D_With weld details_Point B_Right rough web.esa
12
README.txt