Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

How to do quasi-static / periodic / quasi-static Loading ?

Status
Not open for further replies.

Nicolas94

Civil/Environmental
Jan 5, 2022
5
Hello community,

I have problems combining different amplitudes as a loading sequence for my simulation.
For my analysis (Dynamic/Explicit) I want to implement the following amplitude which represent a quasi-static loading followed by a periodic loading and a final quasi-static loading (as shown in qrafic below).
Excel_LPL_jdzuca.png


I tried to use the tabular amplitude input to define the loading above via Excel. It works but sometimes I have energy problems which I think could have to do with not enough datapoints of the amplitude for abaqus.

So I want to use the build-in functions. But I think I'm doing something wrong because I dont get the expected results. The loading doesn't follow all the steps.

Lin_start_onrtyu.png

Perio_yy7dqo.png

Lin_End_hmqcjh.png

stepManager_mawfzv.png

Loading_x4bzja.png

stress_cuzbut.png


The Screenshots above show my settings. I hope some experienced user can help me. Thanks in advance for your time.

Regards, Nicolas
 
Replies continue below

Recommended for you

Do you apply this load in form of prescribed displacement named LPL ? According to the screenshot of BC Manager, this boundary condition is propagated (unchanged) through all the steps. You should modify it or define additional BCs and suppress previous ones in subsequent steps. By the way, you can also define amplitudes in terms of total time - it’s often kore convenient in such cases.
 
That was my problem. Thanks a lot for the quick reply. Its working now :)
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor