Page 40 - FDMAsia JulAug 2025
P. 40

38   TECHNOLOGY                                                                   JUL/AUG 2025 FDM ASIA | www.fdmasia.com






         Marko Milivojevic photography                       Mechanical Performance
                                                             The longitudinal mechanical properties of self-densified wood
                                                             not only far exceed those of natural wood, but also significantly
                                                             outperform those of many widely studied compressed densified

                                                             woods.
                                                                Fig. 3a compares the tensile stress-strain curves of natural
                                                             wood and self-densified wood. Both curves show a linear
                                                             deformation behaviour before tensile failure. The tensile strength
            Note that the cellulose fibrils were swelling, not dissolution.   of the self-densified wood is approximately 496.1 MPa, which
          No fine, disordered, or poorly aligned regenerated cellulose   is 9.0 times higher than that of the original wood (55.3 MPa).
          fibres were observed in the SEM images. The cell, nanofiber   Fig. 3b compares the tensile strength of self-densified
          bundles, and microfibrils within the wood maintained their   wood, natural wood, and compressed densified wood, a
          longitudinal alignment without significant changes.   widely recognised method for enhancing strength. The results

            During the swelling process, the zoomed-in SEM images   show that self-densified wood performs similarly to or even
          show that the density of cellulose microfibrils in the wood cell   better than compressed densified wood in tensile strength.
          wall significantly decreased from 288 to 102 fibres per μm2,   Self-densified wood exhibits exceptional specific strength,
          demonstrating the successful swelling process.     reaching 396.8 MPa/(g·cm–3), making it a promising new
            This process is essential to the following self-densification   ultra-lightweight engineering material. It not only significantly
          as it effectively exposes more hydrophilic hydroxyl groups of   enhances tensile strength but also maintains exceptional
          cellulose fibrils, which would greatly facilitate the re-formation   toughness, with its fracture work exceeding ten times that of

          of H-bonds between adjacent nanofibers.            natural wood and its impact toughness of 75.2 kJ/m² is six
            The crystalline structure of the self-densified wood was   times greater than natural wood, similar to compressed wood.
          found to be similar to that of natural wood (cellulose I),   This effectively resolves the conflict between strength and
          indicating that the crystalline structure of cellulose remained   toughness in traditional materials, highlighting its superior
          unchanged during the LiCl/DMAc swelling process.   mechanical properties, making it highly suitable for high-
            Finally, the swelling wood was washed with distilled water   strength, high-toughness applications.
          and air-dried at room temperature. The fibrils in wet swelling   The Shore D hardness also significantly increases from
          wood were covered with water molecules that bond weakly   42° to 87°. The compressive  strength of the  self-densified
          with the –OH groups of cellulose.                  wood is about two times higher than that of natural wood.

            This weak hydrogen bonding led to a looser interfacial   The flexural strength of self-dense wood along the growth
          connection between cellulose and water molecules, thereby   direction is approximately five times that of natural wood.
          weakened the synergistic interactions between fibres.   The results of studies have shown that, similar to natural
            During water evaporation, the capillary pressure in the   wood, self-dense wood exhibits consistent flexural strength
          xylem conduit caused spontaneous shrinkage of the bulk   when the bending load is applied parallel to the wood's
          wood. As the adjacent cellulose fibrils came into contact,   transverse plane.
          and stronger hydrogen bonds formed between the hydroxyl   In contrast, compression-dense wood demonstrates

          groups of cellulose molecules (CNC-CNC), ultimately resulting   significant directional dependence. When the bending load
          in a highly densified and compact structure.       axis is parallel to the compression direction, the longitudinal
   35   36   37   38   39   40   41   42   43   44   45