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objective: 1.Using the crash beam file from the previous assignment, change the run time to 55 ms. 2. Change the number of animation steps during simulation to a minimum of 25 and maximum of 60. 3. Run the base simulation without any modification to element properties. 4. At the end of the simulation, do the…
Durga Varaprasad
updated on 13 Aug 2021
objective:
1.Using the crash beam file from the previous assignment, change the run time to 55 ms.
2. Change the number of animation steps during simulation to a minimum of 25 and maximum of 60.
3. Run the base simulation without any modification to element properties.
4. At the end of the simulation, do the energy error and mass error checks and determine whether results would be acceptable.
5. If acceptable, Plot rigid wall forces, internal energy, hourglass energy, contact energy, total energy of the simulations.
6. Change all the shell elements properties to recommended properties, save this as separate, rad files and run the simulation.
7. Follow steps 5 and 6.
8. Create a brief report comparing all the results from steps 5 and 6 for both simulations.
9. Comment whether there is any change in the results and why there is any change in the result.
PROCEDURE:
1.changing run time to 55 ms:
2.changing Animation steps:
3.Running the Base simulation with out changing the properties:
4.checking the energy error and mass error:
6.Plot rigid wall forces, internal energy, hourglass energy, contact energy, total energy of the simulations.
change the Element properties
Parameters | Comment | |
Ishell =24 |
QEPH 4 nodes shells are best combination of cost and accuracy. | |
Ismstr=2 |
Full geometric nonlinearities (default)with possible small strain formulation activation in RADIOSS Engine. | |
Ish3n=2 |
Standard 3 noded shell (C0)with modification for large rotation(default) |
|
N=5 | Number of integration points set to 5 for accuracy bending. | |
Ithick=1 |
Thickness change is taken into account for accuracy. |
|
Iplas=1 |
Iterative plasticity for good accuracy. |
Run the simulation as same as base simulation.for improved shell elements we getsimulation results as follows.
Due to improved element property energy error is reduced to -0.1%,Mass error has no change 0.1659E-03
Internal energy,Kinetic Energy,total energy,contact energy,Hour glass energy VS time
Rigidwall forces vs Time
Comparison of base simulation with improved shell element simulation
s.No | Base simulation | Improved shell element simulation | |
1 | Energy error | -10.3% | -0.1% |
2 | Mass error | 0.1659E-03 | 0.1659E-03 |
3 | Hour glass energy | Increases 0 to 0.5E+07 | 0 |
4 | internal energy | increases 0 to 2.0E+07 | Increases 0 to 2.0E+07 |
5 | kinetic energy | Decreases 6.0E+07 to 3.5E+07 | Decreases 6.0E+07 to 3.5E+07 |
6 | Total Energy | decreases 6.0E+07 to 5.5E+07 | constant at 6.0E+07 |
7 | contact energy | constant | constant |
Conclussion:
Due to changing element property as improved shell element property we can reduce the energy error by reducing Hour glass energy from -10.3% to -0.1% by physical stabilisation method means adding energy into the model
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