Structural Integrity-in Unconstrained Densification of Partially Delignified Poplar

In this study, the effects of a chemical-mechanical modification system on low-density poplar (Populus tremula L.) wood were investigated without external confinement. Wood samples were initially treated with an alkali-sulphite solution (2.5 M NaOH, 0.4 M Na₂SO₃ for 7 h) to induce partial delignification, after which they were densified at 100°C under 5 MPa pressure. Following this process, a significant increase in density to 1.22 g/cm³ (+172.6%) was recorded. Mechanical evaluations indicated substantial enhancements; specifically, Brinell hardness, bending strength (MOR), and modulus of elasticity (MOE) were improved by 346.3%, 67.4%, and 78.3%, respectively, confirming the successful consolidation of the cellulose network. However, a trade-off was revealed by microscopic analysis, and two distinct failure mechanisms were identified. First, large cracks (~150 µm) were formed in the core due to diffusion limitations that prevented full chemical penetration. Second, widespread micro-cracks (~4 µm) were triggered in the densified shell by the Poisson effect due to the lack of lateral confinement. These results suggest that while hardness is significantly improved by unconstrained densification, compressive performance is compromised by the resulting defects. While the modification was intentionally applied to 35 mm thick lumber to reveal diffusion limitations and Poisson-induced defects under unconstrained conditions, small, defect-free specimens were subsequently selected for mechanical testing to isolate and characterize the intrinsic properties of the successfully modified regions near the surface.

THE EFFECT OF SUPPORT LAYER MATERIAL AND ADHESIVE TYPE ON COMPRESSIVE DYNAMIC BENDING AND SHEAR STRENGTH IN LAMINATED WOOD

In this study, strength properties of wood material reinforced with carbon fiber fabric, steel wire mesh and bamboo veneer were determined. Polyvinylacetate (PVAc) and polyurethane (PUR) glues (D4)were used for the lamellas obtained from Scotch pine (Pinus sylvestris L.) and eastern beech (Fagus orientalis L.). Compressive strength according to TS EN 408+A1; dynamic bending (shock) strength according toTS ISO 13061-10 and shear strength according to ASTM D 3110 were determined on 3 and 5-layers samples. According to the results, the highest compressive strength (62.8 N/mm2) was found in 5-layerseastern beech samples reinforced with carbon fiber fabric and bonded with PUR glue. The highest dynamic bending strength value (110.8 kJ/m2) was found in 5-layerseastern beech samples reinforced with carbon fiber fabric and bonded with PUR glue and the highest shear strength value (12.3 N/mm2) in 3-layered eastern beech samples reinforced with steel wire mesh and bonded with PUR glue

Physical and mechanical characterization of structural wood used in pakistan

Six species of wood (Vachellia nilotica, Eucalyptus camaldulensis, Ziziphus mauritiana, Albizia lebbeck, Melia azedarach, Dalbergia sissoo) were tested in compression and tension parallel to the grain. The specimens were collected from different areas of Pakistan. The compressive strengths, tension parallel to grain and hardness of the wood were determined by testing rectangular shape wooden specimens (ASTM D143 2014, Janka 1906). It was observed that compressive and tensile strength of Vachllia nilotica parallel to the grain is higher than other species whereas, Eucalyptus camaldulensis hardness behaviour along radial and tangential surface is higher among the wooden samples tested.

Hygrothermal effect on axial compressive properties of bionic bamboo element

Bionic bamboo element is innovative form inspired by honeycomb, and its axial compressive strength and node’s contribution to strength under different environment were studied to explore the mechanical properties. Crack morphology and stress distribution were analyzed. The results indicated that, the strength of bionic bamboo element was 50.72 MPa, while the strength declined by 39.74%, 43.85% and 36.05% after being immersed in water for 30 days and hygrothermal pretreatment for 30 days and 15 days. Node had negative influence on strength due to fiber hydroscopic swelling and loose compared with the control samples, and lower humidity condition was beneficial to enhance the compressive strength, e.g. the strength of samples in humidity 20% condition for 30 days improved by 56.70% compared with the control group. Crack showed hierarchical damage with fibers’ tear in length and fracture in lateral, stress distribution exhibited symmetry, and the maximum stress focused on the end of bionic bamboo element, and its thin wall was susceptible damaged. Bionic bamboo element retained the mechanical superiority of bamboo culm and promoted its recombination utilization.