Fig. 12.
Quasi-planar wave. Comparison at $t=10$s between preferred (solid lines) and actual (dashed lines) configurations of the rod; curvature in the top panel and twist in the bottom panel for the case of No Ca (curves with smaller local maxima) and in the case of Ca asym A (curves with larger local maxima).

Quasi-planar wave. Comparison at |$t=10$|s between preferred (solid lines) and actual (dashed lines) configurations of the rod; curvature in the top panel and twist in the bottom panel for the case of No Ca (curves with smaller local maxima) and in the case of Ca asym A (curves with larger local maxima).

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