How to resolve the crashing error caused by multilinear elastic link?

Question:


Answer:

The analysis was not running when the multi-linear springs have zero stiffness value due to which the anlaysis is not able to converge. Kindly update the multi-linea property such that the stiffness value is negligble but not zero as shown below:



We are attaching the modified file for your reference.


Creation date: 9/19/2019 8:51 AM      Updated: 9/7/2023 5:15 PM
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Tied Arch Bridge 9.18.19 Rail Structure Interaction v4.mcb
5 MB
Tied Arch Bridge 9.18.19 Rail Structure Interaction v5.mcb
5 MB
DataImage36.png
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DataImage77.png
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Tied Arch Bridge 9.18.19 Rail Structure Interaction v4.mcb
5 MB
Tied Arch Bridge 9.18.19 Rail Structure Interaction v4.OUT
10 KB