Resolution and Convergence

Resolution

Resolution is the maximum number of finite elements used to compute an approximate solution of the stress analysis problem. Only those elements that intersect the solid are included in the count. Generally speaking, higher resolution increases accuracy of the solution but also requires more memory and longer computation times. In the context of stress analysis, increased resolution should make the system more flexible, generally increasing the computed displacements.

So why not just always use the maximum resolution? There are at least two important reasons:

To learn more on how to pick the proper resolution for analysis, read this document.

Convergence

Convergence is a key concept in understanding and interpreting the solutions computed by any numerical approximation software. Numerical simulation approximates an idealized theoretical model by breaking it, or the space around it, into small pieces called finite elements. In principle, as elements get smaller and smaller (increasing their number and resolution), the numerical simulation should get closer and closer to the theoretically exact answer. At some point, the simulation gets so close to the exact answer that increasing resolution does not visibly improve the results. In technical jargon, we say that the numerical solution has “converged”. In this sense, there are no “correct” solutions, but only converged solutions.

To establish that the solution converged, solve the same problem a number of times, gradually increasing the resolution, until displacement values stay approximately in the same range. If displacement does not converge, there is no guarantee that the numerical solution is accurate.

If computed displacement values did converge, one can also study convergence of stresses. But it is important to remember that the linear theory of elasticity (used by every structural analysis software, including the present version of Scan&Solve™) predicts infinite stresses near “wedges,” re-entrant corners, interfaces between different materials, and other singularities. In physical reality, this cannot happen, because the material simply deforms more “plastically” (as opposed to “elastically”). This means that at some points in a model, stresses may never converge – they will just get bigger and bigger as you increase the resolution. The more complex your model is, the more likely you will have some singularities like that. It does make sense to study convergence of stress values at particular locations in the model that are away from singularities.

The solution of the problem may not always converge, even for displacement. There are several reasons for this.

The convergence checking process can be automated in SnSScript. Read this document to learn how to easily create a convergence plot with SnSScript.