Vibration analysis
2. The soft shot (green piece) become separated from the hard shot ( yellow piece)
What should I consider in the current model to be compared with revised design to say if the revised ones are better or worse?
I have sent you the model via your drop box link too.
<?xml version="1.0" encoding="UTF-8"?>
Answers
-
Hi Bita,
What the customer wants out of this (objective)?
Why the customer has provided you the stress-strain curve?
Vibrational analysis (FRF) doesn't require non-linear material (linear dynamic analysis)
You can do a FRF analysis based on the input freq-acceleration and compare the stress, displacement, etc.. for different models (maybe)
0 -
I have't done frequency before. Can you give me an example of frequency response analysis whin the inputs are frequency and acceleration?
In which load collector should I define my inputs ( acceleration and frequency)??
How can I define that for all 4 nodes? the frequency is the same but the acceleration is different for each node
Do I have to do 3 different type of analysis? one in X direction, one in Y and one in Z direction??
Please answer my question and give me any guidance that you think is required for this analysis . I have no idea of this frequency response analysis
it would be great id you can put a similar example here where the inputs are frequency and acceleration Thanks alot
0 -
0
-
Altair Forum User said:
In which load collector should I define my inputs ( acceleration and frequency)??
Go through the tutorial and you will get the idea about load collector
Altair Forum User said:How can I define that for all 4 nodes? the frequency is the same but the acceleration is different for each node
You can use 4 different load collectors and combine using DLOAD (Dynamic load combination)
Altair Forum User said:Do I have to do 3 different type of analysis? one in X direction, one in Y and one in Z direction??
So you have four nodes and you will apply acceleration on all four in same direction at a time, correct? In that case you can run different analysis for different directions.
0 -
Hi Prakash
Thank you very much for your help. I did this tutorial. In the tutorial a unit load is applied to the model via DAREA but in my case I have acceleration for each point I have 17 different values of acceleration in each direction which shoud be defined via SPCD I guess. My question is how to input these acceleraton data point please guide me. Thanks
0 -
Hi Bita,
Yes, you need SPCD and in RLOAD1 card change the type of loading to acceleration.
17 different Acceleration Vs Freq can be applied via TableD1 card.
0 -
Hi Prakash
One more question. which outputs are usually considered in frequency response analysis ? I want to know which outputs I can consider to be compared in current design with modified design to say the modified design works better or worse under the same loading.
for instance Von Mises stress of elements at each frequency should be considered and compared or what?
I appreciate if you can elaborate this
0 -
Hi Prakash
I got this error. I searched but I couldn't find anything
*** ERROR # 5408 ***
Aborting analysis because no structural modes have been
computed in the modal dynamic subcase 1.
*** PROGRAM STOPPED: FATAL ERROR(s) ENCOUNTERED.0 -
Hi Bita,
You can compare displacements, stress strain etc.. and depends on your client's interest at a particular frequency or frequencies.
Can you check if the density for any material is missing in your model?
0 -
Thanks a lot Prakash
0 -
Hi all,
can i ask one question here?
does any body explain to me more about unit load? almost example i saw is 1 but sometime it is another value.
Thanks so much,
0 -
Hi @Doan Ba Do
Maybe it is associated with any load Vs time/freq table and this unit load acts as a factor.
0