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Material Selection Index Stiffness⚠ unverified

Mechanical / Materials · Compute the stiffness-limited material selection index

Parameters

InputSymbolUnitDefaultDescription
EEPa1.0Young's modulus of the material
rhoρkg/m**31.0Mass density of the material
OutputSymbolUnitDescription
resultMkg/m**3Stiffness-limited selection index, in pascals per (kg/m**3)

The science & history

Understanding the Parameters

Derivation (Approaching a Proof)

For an axial member of fixed length $L$ meeting a stiffness target $S = EA/L$, the required area is $A = SL/E$ and the mass is

$$m = \rho A L = (S L^2)\,\frac{\rho}{E}.$$

With $S$ and $L$ fixed, mass is minimised by maximising $E/\rho$. This is identical to the derivation for Specific Modulus — the two cards compute the same index.

Dimensional check. $M = \dfrac{E}{\rho} = \dfrac{\text{Pa}}{\text{kg}/\text{m}^3} = \dfrac{\text{J}}{\text{kg}}$ — energy per mass, confirming the registry's kg/m³ label is incorrect.

History and Development

The stiffness index $E/\rho$ is the first and most-cited of Ashby's material-selection indices (1980s), introduced to answer "what is the lightest material for a stiff strut?" Plotted on the modulus–density Ashby Charts it is a slope-1 guideline. Its near-constancy across metals is the standard motivating example for composites in stiffness-critical, weight-sensitive design.

Related Concepts: Specific Modulus, Material Selection Index Strength, Ashby Chart Index, Ashby Charts, Material Selection Index Toughness, Material Selection Index Stiffness Thermal

Notes: Duplicate of Specific Modulus ($E/\rho$). Output unit should be J/kg (registry mislabels kg/m³). Axial (tie) index — bending uses $E^{1/2}/\rho$, $E^{1/3}/\rho$ (Ashby Chart Index).

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