Figure 3. Mechanical properties under bending of unreinforced CPCs (C and TMC) and fiberreinforced CPCs (C-8f, TMC-4f, TMC-8f, TMC-12f): a) Typical load/deflection curves, b) Young’s modulus (E), c) bending strength, and d) work of fracture (WOF). Groups indicated with same symbol do not have statistically significant differences (p > 0.05).
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