Abstract
This study investigates the physical–mechanical behaviour of three tropical wood species Monopetalanthus heitzii (Andoung), Dacryodes buettneri (Ozigo), and Pterocarpus soyauxii (Padouk) commonly used for constructing footbridges, houses and exposed to weather conditions. The principal aim is to optimise their durability in structures by controlling, for example, their dimensional stability during changes in humidity. To rich this goal, species were prepared and analysed along with their transversal and longitudinal directions. Scanning electron microscopy revealed the internal cell arrangement of each species based on radial–tangential (R, T) and tangential–longitudinal (T, L) axis planes. Differential scanning calorimetry tests were conducted to assess thermal stability and degradation. Physical tests, focussing on swelling–shrinkage, were performed in a controlled chamber with constant temperature (T) and pressure (P). Parameters analysed included dimensions of the transversal plane (R, T) × (b, h) and the weight of each specimen. Additionally, compressive static tests were conducted to evaluate the mechanical behaviour of the specimens. The results indicate a correlation between intrinsic microscopic structures and macroscopic physico-mechanical behaviour. Furthermore, variations in water content were found to significantly impact the geometrical parameters of the specimens, particularly notable effects of drying and moistening on dimensional variations before the fibre saturation point (FSP).
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