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. 2016 Aug 23;111(4):832–840. doi: 10.1016/j.bpj.2016.05.054

Figure 3.

Figure 3

Brittle and ductile responses to force. (A) Free energy profiles, G(x)=G0(x)Fx, in the absence (F = 0; solid) and presence of a constant force (F > 0; dashed) for brittle (μ → 1) and ductile (μ → 0) systems with symmetric wells and barriers (θ = 0). (B) Normalized distance from the equilibrium position to the transition state, x(F)/x, as a function of the reduced force, Fx/ΔG, for μ = 0, 1/2, 2/3, and 1, for the class of potentials shown in Fig. 2. (Open circles) Disappearance of the barrier at the critical force. To see this figure in color, go online.