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Hi Pratik, This seems to be a quasistatic analysis and being solved in radioss. As George said, try with imposed displacement as boundary condition. Use curve with foll. values in first trial run: Time Displacment (mm) 0.0 0.0 0.1 100
Hi Pratik,
This seems to be a quasistatic analysis and being solved in radioss. As George said, try with imposed displacement as boundary condition.
Use curve with foll. values in first trial run:
Time Displacment (mm)
0.0 0.0
0.1 100
Hi @George P Johnson @gopal_rathore
How to decide that imposed displacement(0-100 mm) to be applied with in 0.1 sec ?
Hi Karthic,
This value of 100ms was provided as an example. Based on user requirements we ramp the load in a short time or ramp it in more time.
You can go through https://altairuniversity.com/learning-library/7-guidelines-to-apply-quasi-static-load-in-explicit-simulation/ which provides basic guidelines on quasi static loading in explicit analysis.
Thank you George
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