Blog posts

Dear all,

 I am modelling an interactin between deformable and analytical bodies by utilisign Abaqus/Explicit. In order to define the contact between those objects I have selected surface-to-surface technique type and applied kinematic contact method as formulation method. As well I have selected individual output for a specially created set of my primary interest. Nevertheless, when I submit a job for analysis it gets aborted and the following warning errors appear:

The cpset or the surface parameter must be specified for history contact output

As we know, the extended finite element method has been well used to simulate the localization band propagation and crack propagation without remeshing. It can deal with both strong discontinuity problems (displacement discontinuity) and weak discontinuity problems (strain or acceleration discontinuity). Now, I have always a question: when is strong and when is weak discontinuity using XFEM? In other words, what is the difference for the interpolation function and level set function or other function between strong and weak discontinuity? Thanks.

Liu pengfei

Hi all,

In engineering sciences, we usually end up using either the second- or the fourth-order differential equations, and the MWR (the method of weighted residuals) works pretty well for them.

The question is: how about the first- and the third-order differential equations? Why don't we see any applications of MWR for these odd-ordered differential equations? What gives?

I am getting displacement and force both zero. I am attaching .cae file please have a look where i am making mistakes.

i want to do crack anlysis in composite.i am thinking to use freefem++ or matlab for this purpose.please suggest me which one should i use.if any other,please recommend.