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Photonics and fracture toughness of heterogeneous composite materials

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Figure

Figure 1. Schematic diagrams of (a) three-point bending test and (b) photo stress analysis tomography experimental setup.
Figure 2. Maximum shear stress distribution on the concrete samples under different loading levels P
Figure 3. Flexural strength ( fcf), shear stress concentration factor (Scf) and fracture toughness (KIce  and KIcePSAT) for the concrete specimens subjected to 28 days curing.

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