The course examples connect material performance indices to materials selection charts; the shaft and flywheel examples identify carbon-fibre-reinforced polymers among candidates with high specific strength. Their numerical properties concern specified examples and should not be treated as universal beam compression allowables.
On a logarithmic strength–density materials selection chart, constant gives , a guideline of slope one; constant gives , of slope two. Moving each guideline upwards selects better candidates. A suitably qualified longitudinal carbon-fibre-reinforced polymer is a promising candidate for both designs. Composite families occupy favourable high-strength/low-density regions in published course selection charts, but a beam must meet its compressive as well as tensile allowable.[ref]
For scale, an explicitly illustrative candidate with in both required loading senses and would have and , exceeding the best supplied materials. These are assumed screening values, not measured properties of a specified product.
Figure 1.
Strength–density selection with the two cantilever merit-index guidelines
. Original chart of the three supplied candidates and one explicitly assumed composite design point. Pine uses its compression limit; the figure is not a complete material-family database. Details.