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Experimental and mesoscale numerical investigation into the impact compression–shear behavior of coral aggregate concrete
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DOI：10.1016/j.ijimpeng.2026.105849.png)
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Abstract
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• Coupled SHPB tests and mesoscale models reveal CAC compression–shear behavior. • RHT model outperforms HJC and K&C in capturing CAC compression–shear coupling. • Simulations quantify inaccessible dynamic stress-strain and energy dissipation. • Crack morphology transitions from axial V-shape to oblique shear localization. • A rate-dependent Drucker-Prager criterion accurately describes CAC failure.
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