Diagnosing Shear Conventions and Loading Constraints in a Crystal Elasticity Laboratory

A computational laboratory is developed in which students diagnose errors in elastic-tensor notation, distinguish transverse boundary conditions, and decide whether an averaged modulus adequately describes a specified crystal direction. Complete stiffness matrices for inorganic structures are examined under infinitesimal uniaxial loading. An exact isotropic check shows that doubling the shear products in a directional-compliance calculation changes a prescribed 100 GPa response into apparent values between 28.571 and 100 GPa. Omitting those products instead produces values between 100 and 600 GPa. A separate comparison of constrained extension with free transverse contraction identifies discrepancies above twenty percent in investigated axial cases. For the correctly evaluated crystal responses, the Hill-derived modulus differs by more than twenty percent from at least one tested direction in 863 structures. The count is unchanged when angular sampling increases from 1,024 to 16,384 points. A CaO--BN exercise connects nearly identical averaged moduli to markedly different strain intervals, while a TiIr example separates a limiting direction from the fraction of orientations exceeding a tolerance. Eight independent visualizations display atomic positions, shear errors, loading constraints, directional strain, and angular resolution. The resulting three-hour exercise contains complete reference answers and individual transfer questions. Its numerical results are verified, but its effect on student understanding has not been measured.

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Publication Details

Journal
Journal of Materials Education (Electronic)
Published
2026-10-31
DOI
https://doi.org/10.71448/jme2026343
Primary Topic
Experimental Learning in Engineering
Type
article
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article

Diagnosing Shear Conventions and Loading Constraints in a Crystal Elasticity Laboratory

Heiko Andrä
Journal of Materials Education (Electronic)
Experimental Learning in Engineering
article

Diagnosing Shear Conventions and Loading Constraints in a Crystal Elasticity Laboratory

Heiko Andrä
article en

Abstract

A computational laboratory is developed in which students diagnose errors in elastic-tensor notation, distinguish transverse boundary conditions, and decide whether an averaged modulus adequately describes a specified crystal direction. Complete stiffness matrices for inorganic structures are examined under infinitesimal uniaxial loading. An exact isotropic check shows that doubling the shear products in a directional-compliance calculation changes a prescribed 100 GPa response into apparent values between 28.571 and 100 GPa. Omitting those products instead produces values between 100 and 600 GPa. A separate comparison of constrained extension with free transverse contraction identifies discrepancies above twenty percent in investigated axial cases. For the correctly evaluated crystal responses, the Hill-derived modulus differs by more than twenty percent from at least one tested direction in 863 structures. The count is unchanged when angular sampling increases from 1,024 to 16,384 points. A CaO--BN exercise connects nearly identical averaged moduli to markedly different strain intervals, while a TiIr example separates a limiting direction from the fraction of orientations exceeding a tolerance. Eight independent visualizations display atomic positions, shear errors, loading constraints, directional strain, and angular resolution. The resulting three-hour exercise contains complete reference answers and individual transfer questions. Its numerical results are verified, but its effect on student understanding has not been measured.

Journal of Materials Education (Electronic)Vol. 2026(3-4)
Fraunhofer Institute for Industrial Mathematics (DE)
Openalex Percentile: Top 14%
Experimental Learning in Engineering
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