Figure 3: Structural performance against controls.
From: Super-elastic and fatigue resistant carbon material with lamellar multi-arch microstructure
(a–c) Stress–strain curves of the three kinds of C–G monoliths under cyclic compression and insert photos show the corresponding samples. (d–f) Changes of maximum stress (d), plastic deformation (e) and energy loss coefficient (f) of the three kinds of C–G monoliths during the first 10 compression cycles at the maximum strain of 80%, respectively. (g) In situ SEM observation of C–G monolith at the maximum strain of 50%. Scale bars, 50 μm. (h) SEM observation of C–G monolith under compression strain of 80%. Scale bars, 50 μm on left side of panel, 10 μm on right side of panel.
