GISSMO BUILD LCREGD REGULARIZATION CURVE

Build a GISSMO LCREGD mesh-size regularization curve (dimensionless factor vs element size mm), normalized to 1.0 at the reference element size. Empirical path fits factor=eps_f(L)/eps_f_ref through 2-3 mesh-size calibration points; the Hillerborg 1/L fallback is a rough constant-fracture-energy approximation for when no multi-mesh data exists.

When to use

Tagged: gissmo, lcregd, regularization, mesh, failure_strain, fracture, materials.

Inputs

Label ID Type Default Required Description
Calibrated Failure Strain failure_strain_calibrated text   eps_f (equivalent plastic strain to fracture) measured at the reference element size. Dimensionless, > 0.
Reference Element Size (mm) reference_element_size text   Element size (mm) at which eps_f was measured. The curve is normalized to factor=1.0 at this size. > 0.
Mesh Calibration Points (JSON) mesh_calibration_points text   JSON array of {“element_size”: mm, “failure_strain”: eps_f} from coupon runs at 2-3 different mesh sizes. Required for the empirical path. Do NOT include the reference point (implicit at factor=1.0).
Use Hillerborg 1/L Fallback fracture_energy_method text no   ‘no’ (default) = empirical fit through the calibration points (recommended). ‘yes’ = analytic 1/L fallback (rough approximation; use only when no calibration data exists).
Fallback Output Points n_output_points text 20   Number of log-spaced points in the output curve (Hillerborg fallback path only; the empirical path uses the calibration points directly).

Outputs

Label ID Type Description
LCREGD Result lcregd_result keyvalue Assoc result: lcregd_curve [[length_mm, factor], …], reference_element_size, method (‘empirical’/’hillerborg_fallback’), normalization_check, validation_note, and (fallback) warning. On bad input, an ‘error’ key.

Disciplines

  • engineering.material.calibration
  • engineering.crash.dynamics
  • cae.preprocessing.deck_authoring

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