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The bio‐sandwich composites have higher specific stiffness and lower weight than conventional composites under transverse loads. The sandwich composites with same‐thickness glass fiber/epoxy face sheets and a hemp fiber/epoxy core of varying thickness and montmorillonite nanoclay are fabricated using a stirrer and compression molding. The sandwich and monolithic composites are subjected to low‐velocity impact loads using a drop tower test setup. At varying impact energies, force–displacement relationships of sandwich composites G0/H(0) 3 /G0, G0/H(0) 7 /G0, G0/H(0) 9 /G0 with 3 wt% nanoclay and G0/H(0) 5 /G0, G0/H(0) 10 /G0, G0/H(0) 15 /G0 match well and perform better than same‐thickness and same‐weight glass fiber/epoxy laminates G(0) 5 ‐0%, G(0) 8 ‐0%, G(0) 10 ‐0%. The maximum force and specific energy absorption of sandwich panels G0/H(0) 5 /G0‐0%, G0/H(0) 10 /G0‐0%, G0/H(0) 15 /G0‐0% instead of panels G0/H(0) 3 /G0‐3%, G0/H(0) 7 /G0‐3%, G0/H(0) 9 /G0‐3% are higher by a greater extent than same‐weight and same‐thickness monolithic composites G(0) 5 ‐0%, G(0) 8 ‐0%, G(0) 10 ‐0%. At 30 J impact energy, the maximum forces of sandwich panels G0/H(0) 3 /G0, G0/H(0) 7 /G0, and G0/H(0) 9 /G0 with 1, 2, 3, 4, 5 wt% nanoclay are 8%, 17%, 25%, 17%, 7%; 6%, 10%, 16%, 10%, 5%; and 6%, 12%, 19%, 13%, 4% higher than the base panels. This indicates that panels with 3 wt% nanoclay show optimum performance owing to improved interfacial adhesion. At perforation, face sheet/core delamination, large plastic shear deformation, local shear fracture of the core, elastic bending, splitting, and fracture of a larger portion of the bottom face sheet layer occur. Thus, hemp fiber/epoxy core enables better impact performance for bio‐sandwich composites than synthetic composites, providing former material can replace the latter one in structural applications.
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Sharma et al. (2026) studied this question.
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