Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Link (plastic) yield strength

Status
Not open for further replies.

achrysov

Structural
Sep 28, 2007
8
Hello everyone.
I am modeling a structure using Link elements with non-linear behaviour. I am using the Plastic (wen) behaviour.
I define the Yield strength at a certain value (eg 167,00) and at the result i see that at a certain time step in the Time_History analysis the link has reached the moment 169 !
Is that possible ?
The Post-Yield_Stiffness-Ratio is asigned to 0 so i shouldn't have this kind of behaviour.
Welcome any comments....
 
Replies continue below

Recommended for you

Hi,
you have 1.2 % error here, so I'd say this is perfectly admissible due to some numerical approximation. Be aware that Link elems are line-elements so all data on the "external" (axial stress due to bending, for example) is calculated on the basis of "what happens" on the element's axis.
Perhaps by looking in the Theory Manual for the element you are using, you could find some more info about how the formulation works (and thus, how big are the intrinsic errors you can expect...).

Regards
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor