 Secant stiffness

The secant stiffness of a one-dimensional force-displacement curve, relative to a chosen reference $(x_0,F_0)$, isIt is the slope of the secant line joining the reference to the point of interest. With an unloaded reference $x_0=0$, $F_0=0$, this becomes $k_{\sec }=F/x$. Its units are force per displacement. Unlike tangent stiffness, it describes the accumulated change from the reference rather than the local response to an arbitrarily small change.

For an original nonlinear model,take $x=0.10\mathrm{m}$. The force is $11\mathrm{N}$ and the origin-based secant stiffness is $110\mathrm{N}{\mathrm{m}}^{-1}$. The tangent stiffness at the same point isFor a linear curve through the reference, both reduce to the same constant stiffness. The interpretation of a measured force-deflection slope as structural stiffness also incorporates geometry, rather than specifying a material constant alone.^[ref]

Changing the reference changes the secant. In the same model, $F(0.05\mathrm{m})=5.125\mathrm{N}$, so the chord from $0.05$ to $0.10\mathrm{m}$ has slope $117.5\mathrm{N}{\mathrm{m}}^{-1}$, rather than $110\mathrm{N}{\mathrm{m}}^{-1}$.

Nor does an endpoint secant stiffness determine the work needed to get there. Here the exact loading work isApproximating it by $\frac{1}{2}{k}_{\sec }{x}^2$ would instead give $0.550\mathrm{J}$. The endpoint ratio does not replace the complete force-displacement curve.