An investigation of the impact response of European ash and sycamore maple
Keywords:
Ash, Maple, Impact test, digital image correlation method,Abstract
European ash (Fraxinus excelsior L.) and sycamore maple (Acer pseudoplatanus L.) have long historical applications in structural components requiring high impact resistance, yet a detailed characterization of their full-field dynamic strain behavior remains limited. This study investigates the impact bending responses of both species using three-point drop-weight impact tests integrated with high-speed recording (10,000 frames per second) and the digital image correlation (DIC) method. The distinct and interactive effects of moisture content (MC) and growth-ring orientation (GO) were evaluated across key mechanical metrics: maximum deflection of the beam up to crack initiation, maximum normal strain, maximum reaction force (Fmax), total absorbed energy, and impact bending strength (IBS). The IBS of ash and maple were 6.3 and 4.5 J/cm², respectively, while their maximum deflection was 8.5 and 8.6 mm, respectively. Two-way ANOVA revealed highly species-specific sensitivities to environmental and structural factors. For European ash, unlike Fmax, other results such as maximum deflection, maximum strain, total absorbed energy, and IBS were not significantly altered by MC or GO. Conversely, sycamore maple exhibited highly isotropic behavior regarding GO, but it showed to be dependent on the MC. MC significantly enhanced the maximum deflection and maximum normal strain of maple, while triggering a severe 64% reduction in Fmax. The force-time charts of the tests showed a distinct structural transition from a rigid, brittle fracture mode at low moisture levels to a highly dampening, ductile deformation mode once exceeding the fiber saturation point (FSP). These findings highlight the strong effect of species type on the impact mechanics, providing a robust experimental dataset essential for developing and validating analytical and finite element models.
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