Frequently Asked Question

Mesh Topology and Element Types
Last Updated about a month ago

Mesh topology controls how efficiently the grid follows geometry and gradients. Aligned cells can resolve one-directional layers efficiently; unstructured connectivity can accommodate complex surfaces; hybrid regions can combine both advantages.

No element type is universally best. Compare error, quality, cost, and ease of local refinement for the dominant physics.

Numerical error and convergence

A numerical solution approximates the continuous conservation laws on a finite set of cells or control volumes. Discretization error depends on characteristic size, stretching, skewness, alignment, interpolation, boundary treatment, and the output being measured. Iterative convergence is different from mesh convergence: a solver can reduce algebraic residuals while the engineering quantity continues to drift.

Eh = |φh - φexact|    observed order p ≈ slope of log(error) vs log(h)

φ is the reported quantity and h is a characteristic mesh size. Use an analytical or benchmark reference when possible; otherwise report a systematic refinement study.

Worked example

A pressure drop is 104 Pa on a coarse grid, 101 Pa on a medium grid, and 100 Pa on a fine grid. The medium-to-fine change is approximately 1%, while the coarse-to-medium change is approximately 3%. Report mesh sizes, refinement ratio, residual state, and whether the 1% change meets the design tolerance.

Check: refine where gradients or the engineering output are sensitive, not only where the global cell count is convenient.

Engineering check

For Mesh Topology and Element Types, maintain traceability from requirement to risk, design output, evidence, and approval. Record the configuration, acceptance criterion, test or analysis conditions, open actions, and residual risk. A method is not complete when the document is filled in; it is complete when the evidence supports the decision and affected controls are updated.

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