“…already fail to properly characterize those properties of various conventional polymer composites, as often reported in the literature. [371] The reason is due to the nonlinear fracture process zone (i.e., damage zone) in front of the propagating crack, often reported in carbon-/glass-fiber-reinforced polymers [372][373][374] and other quasi-brittle materials (e.g., concrete, cement, rock, sandstone, nano-composites, tough ceramics, wood, shale, bone, sea ice, nanoand micro-scale materials, etc.). [375,376] As illustrated in Figure 17B, this zone is typically non-negligible compared to the specimen size tested in the literature.…”