.. _auto_curve_torsion_to_uniaxial: *CONVERTS THE TORSIONAL STRESS VS SHEAR STRAIN TO UNI-AXIAL STRESS VS EFFECTIVE STRAIN* ======================================================================================= Converts a torsional engineering stress vs. shear strain curve into a uniaxial true stress vs. effective (von Mises) strain curve using standard torsion-to-uniaxial transformation factors (√3 for stress, 1/√3 for strain). Use this worker when torsional test data must be expressed in the uniaxial convention required by material cards such as MAT_24. When to use ----------- Classification: **process**. Tagged: ``curve_transform``, ``effective_strain``, ``mat_24``, ``shear_strain``, ``stress_strain``, ``torsion``, ``uniaxial``, ``von_mises``. Inputs ------ .. list-table:: :header-rows: 1 :widths: 20 20 20 20 20 20 * - Label - ID - Type - Default - Required - Description * - Torsional Eng Stress Strain Curve - torsional_eng_stress_strain_curve - vector - — - - Torsional engineering stress (MPa) vs. engineering shear strain (mm/mm) curve obtained from a torsion test; provide as a two-column vector [shear_strain, torsional_stress]. Optional — if omitted the worker returns no output. Outputs ------- .. list-table:: :header-rows: 1 :widths: 20 20 20 20 * - Label - ID - Type - Description * - curve_torsion_to_uniaxial_output_1 - curve_torsion_to_uniaxial_output_1 - vector - Converted uniaxial (effective) stress vs. effective strain curve as a two-column vector [effective_strain, uniaxial_stress (MPa)], ready for direct use in a material stress-strain card (e.g. MAT_24). Disciplines ----------- - data.curve.transform - engineering.material.characterization Runnable example ---------------- A runnable example is registered for this worker. Open the example workflow on the d3VIEW canvas: `/api/workflow/example?id=curve_torsion_to_uniaxial `_ .. raw:: html

Auto-generated from transformation schema. Worker id: curve_torsion_to_uniaxial. Schema hash: c4f645aec814. Hand-curated docs in workerexamples/ override this page when present.