PHYSICAL PROPERTIES OF PALMYRA PALM WOOD FOR SUSTAINABLE UTILIZATION AS A STRUCTURAL MATERIAL

Physical properties are major characteristics that validate biomaterials’ adaptability to commercial utilization. The moisture content, density, swelling, and shrinkage within male and female Borassus aethiopum were assessed. Green and dry moisture content, and density were tested with the oven-dry method while swelling and shrinkage were evaluated using the water-saturation test and oven-dry methods respectively. Unlike moisture content, density decreased towards the crowns and radially from the peripheries to their cores. Directional swelling decreased as: Radial > Tangential > Longitudinal. Volumetric swelling was greatest at the core of the base (6,99 %) but at least at the periphery within the middle of the male (2,89 %). However, the female recorded much swelling at the core of its mid-portion (6,23 %) and least (4,01 %) at the crown periphery. Directional shrinkage decreased identically as the male variety while the volumetric shrinkage for both varieties was not consistent. The peripheries had less moisture content, better dimensional stability and density (which influences wood strength) at the butt than those of the core indicating the peripheries would maintain its original dimension and strength when subjected to environmental changes and be more viable for structural works than the core.


INTRODUCTION
Tropical forests contain more species and biomass than any other biome on earth but they are being rapidly deforested and degraded. Forests contribute immensely to societies, economies, and human well-being, providing vital services that can sustain generations. The global demand for tropical commercial timbers has led to large volumes harvested over the past decades, which makes them a major export earner to countries such as Ghana. Thus, the rate at which evergreen forest timber species are diminishing is very alarming (about 2 % per year) such that meeting the needs of the future generations seem bleak (Tropenbos International-Ghana 2005, Watson et al. 2018, Phillips et al. 2019. The over-exploitation and depletion of forest timber resources call for research into alternative timber species such as Non-Timber Forest Products (NTFPs), which are in abundance but scarcely tap (Chamberlain et al. 2000). This could reduce the over-dependence on the primary timber species of commercial importance, ensure forest sustainability, and promote the economic utilization of the NTFPs. Borassus aethiopum Mart., commonly called African fan palm or Palmyra Palm, is NTFP, a monocotyledonous and dioecious palm of the family Palmae or Arecaceae (Jatau 2008). It is fairly straight and grows between 7 m -20 m, sometimes 30 m tall and considered as Africa's tallest palm characterized by a crown up to 8 m wide. Young Borassus aethiopum palms are covered with dry leaf stalks, showing gradual fading leaf scars. However, at over 25 years old, they produce swelling trunks of 12 m -15 m above the ground with pale, grey bark in older palms, which are more or less smooth. Two varieties of Borassus aethiopum (i.e., the male and female) exist. They are solitary, pleonanthic (i.e., they do not die after flowering) and have a straight trunk diameter of 40 cm -50 cm and bulge usually after 25 years of growing up to 80 cm across the middle (Millennium Seed Bank Project 2007). The male bears flowers but does not produce fruits for consumption, while the female bear fruits between 50 and 150 every 8 months for consumption and medicinal purposes. A cross-section through each stem shows three layers: the dermal (periphery), subdermal (core), and central. They are multi-purpose palm with multi-functional importance, as every part can serve socio-cultural, economic, and environmental needs (Asafu-Adjaye 2011, Acheampong et al. 2020).
Wood versatility is demonstrated by a wide variety of products as a result of a spectrum of desirable physical characteristics within timber species (Bowyer et al. 2003). Wood, as a hygroscopic material, depends on external conditions to absorb or release moisture. The moisture relationship has an important influence on wood properties and performance. Many of the challenges of using wood as an engineering material arise from changes in moisture content (MC) or an abundance of moisture within the wood. This movement of moisture on the hygroscopic level is accompanied by swelling and shrinkage. The anisotropic properties of wood are manifested through the different degrees of swelling and shrinkage (dimensional stability) in the individual anatomic directions (Glass and Zelinka 2010).
Wood is sensitive to humidity due to its hydrophilic constituent of polymers such as cellulose, hemicelluloses, and lignin. The MC of wood varies with the changes in temperature and humidity of the surrounding below Fiber Saturation Point (FSP). The dimensional changes that occur due to the swelling and shrinking of wood cause significant practical problems in wood utilization for building and construction (Ajuziogu et al. 2020, Eckelman 2020. The variability in dimensional stability among wood species is partly due to the structural organization of cells in addition to their chemical composition. Dimensional stability has been recognized as a potential technological wood characteristic to validate whether a wood species is applicable for commercial utilization such as flooring, paneling, doors and windows, furniture, and roofing members in contact with variations in MC and temperature. Dimensional changes cause wood defects (e.g. warping, splitting, bowing, fracture, checking, case-hardening, and honey-combing), the opening of woodwork joints, and the loosening of fasteners, which reduce the quality of timber products and affect their usage. study sought to investigate the MC, density, swelling, and shrinkage within the two varieties of Borassus aethiopum, as a structural material for the Wood Industry. The specimen for study were randomly taken from the base, middle, and crown along the boles. The baseline information would contribute to the understanding of the behavior of woody palms when in contact with moisture and the curbing of the outdoor challenges faced by wood products in service.

MATERIALS AND METHODS
Three fairly straight, 40-year old defect-free B. aethiopum cylindrical trunks each from the two varieties were randomly harvested 50 cm above the ground level from Kobreso, a dry semi-deciduous forest zone in the Offinso North Forest District of the Ashanti Province, Ghana. Cross-sectional were sawn from the peripheries (i.e., the dermal zones) and cores (i.e., the sub-dermal zones) from the base position (2,4 m), middle (10,6 m) and crown (18,8 m) sections of each variety. Each was wrapped immediately with aluminium foil and kept in air-tight plastic bags to prevent any moisture loss or gain. They were used to determine some selected physical properties.

Moisture content
The MC was determined from 10 (20 mm x 20 mm x 20 mm) each from the peripheries (at the depth of 70 mm) and the cores (150 mm from the periphery) of the base, middle, and crown. Ten replicates of the sawn from each portion were oven-dried at 103 ºC ± 2 °C to their constant weights. They were cooled in a desiccator and their MCs determined according to Panshin and de Zeeuw 1980 (Equation 1).
Where: MC= Moisture Content; W 1 = Initial weight of wood sample (g); W 0 = Oven-dry weight of the sample (g).

Basic density
The basic density at the green and dry states for each sample (20 mm x 20 mm x 20 mm) was determined at the constant oven-dry weight (at 103 ºC ± 2 °C) and volume as follows (Equation 2): Where: D 0 = Density of the sample (g/mm 3 ); M 0 = Oven-dried weight of the sample (g); V 0 = Volume (length, width, thickness) of the sample (mm 3 ).

Swelling
Measuring 152 mm (Longitudinal), 76 mm (Tangential), and 5 mm (Radial), based on ASTM D1037-06a (2006) were taken from the axial and radial portions of each variety. Their radial, tangential and longitudinal swellings were calculated separately from the formula of Kollmann and Côté 1984 (Equation 3 Where: Wda = Wood dimension after immersion; Wdb = Wood dimension before immersion. The volumetric swelling for each was determined from the values for their radial, tangential, and longitudinal faces (Mantanis et al. 1994) as the following Equation (4).

Shrinkage
The radial, tangential, longitudinal, and volumetric shrinkages for the (20 mm x 20 mm x 20 mm) from the axial and radial stem positions were determined from the two varieties. The formulae for calculating the shrinkages were based on the Panshin and de Zeeuw 1980 assessment as (Equation 5, Equation 6, Equation 7): (7) Thereafter, the volumetric shrinkage for each was calculated based on Mantanis et al. 1994, Boadu et al. 2017).

00 Ls xTs x Rs Lo xTo x Ro
Where: βL = Longitudinal shrinkage of the specimen; βT = Tangential shrinkage; βR = Radial shrinkage; βv = Volume shrinkage; Ls = Longitudinal dimension of the saturated specimen; Rs = Radial dimension of the saturated specimen; Ts = Tangential dimension of the saturated specimen; Lo = Longitudinal dimension of the dried specimen; Ro = Radial dimension of the dried specimen; To = Tangential dimension of the dried specimen.

Moisture content
The male had the lowest green MC (59,03 %) at the periphery of the base but it recorded the greatest (89, 62 %) at its crown. The core of the base had the lowest MC (61,31 %) but greatest (129,42 %) at its crown. The identical trend was recorded for the female variety. The lowest (56,38 %) was at the periphery of the base, and the greatest (85,90 %) at the periphery of the core. Similarly, the core of the base recorded less (71,96 %) than the core of the crown (137,98 %). Thus, the two varieties had increased MC upwards from the periphery of the base to the core of the crown at a range of 59,03 % -129,42 % for the male and 56,38 % -137,98 % for the female (Table 1). Moreover, the male recorded less mean green MC (77,63 %) and more at the dry state (12,49 %) than the female at green state: 81,49 %; dry state:12,44 % within the boles. Both varieties had a consistent increasing trend from the peripheries to the cores along the bole at the base, middle, and crown MC significantly affects the anisotropic properties and field performance of wood and its utilization in service. The amount does not only influence wood strength, stiffness, and mode of failure but also its dimensions, susceptibility to fungal and other biodegradation, workability, and ability to accept adhesives and finishes. Among the palms, the studied MC trend for the two varieties of B. aethiopum (especially at the crowns) had less MC compares with that for the Elaeis guineesis trunk (100 % -500 %) reported by Killman and Choon (1985) and 258 % -575,5 % by Bakar et al. (1998). Asafu-Adjaye (2011) recorded between 49,70 % and 71,70 % MC for B. aethiopum from different growth site and confirmed a gradual increase along with the trunk height and towards the central region. In all, the peripheral/dermal zones had a far less MC than their cores (from the base to the crown). A similar trend was identified by Lim and Khoo (1986) for Elaeis guineesis at its peripheral zone (120 % -194 %) with a mean of 151 %, inner zone (332 % -532 %) with a mean of 434 %, central zone (303 % -435 %) with a mean of 379 %. The less MC within the two varieties of B. aethiopum compares with those of Phoenix dactilifera and Cocos nucifera palms, which all recorded a mean of 50 % at the bottom outer portions to 400 % at the top portions of the stem core (Fathi 2014)  Moisture relationship has an important influence on wood and its product properties, quality, and service-live performance (Erwinsyah 2008). MC also has negative implications on the dimensional movement of wood. Wood products, which easily absorb excessive moisture are rapidly affected by biological infestations, as moisture attracts biological agents such as insects and microbes that lead to wood mass loss and less durability (Kirk and Culen 1998). The core portions recorded greater MC and are likely prone to swelling and shrinkage more than the periphery, which could have negative implications on the products made from the sub-dermal zones, as they would be more susceptible to moisture fluctuations and biodegradation. Moreover, the cores would not be useful exteriorly but suitable for indoor applications including ceiling, manufacturing of furniture, and interior decorations for buildings and vehicles. MC can also swell wood products from the core and cause artificial defects such as warping, cupping, honey-combing, weathering, strength loss, and reduction in caloric value.

Density
The green and dry densities recorded a consistent decreasing trend up the bole with better peripheries than the cores for both varieties. At the radial positions, the peripheries had 960,5 kg/m 3 -496 kg/m 3 and 1026,5 kg/ m 3 -525 kg/m 3 for the male and female respectively at green state and 827 kg/m 3 -315,5 kg/m 3 and 754,5 kg/ m 3 -280,5 kg/m 3 respectively at the dry state. The core, nearer the pith, also recorded 783 -450 kg/m 3 and 666 kg/m 3 -422,5 kg/m 3 for male and female at the green state but 451,5 kg/m 3 -264 kg/m 3 and 424,5 kg/m 3 -219,5 kg/m 3 respectively at the dry state. Axially, densities decreased from the base of the male (960,5 kg/m 3 ) to the crown (450 kg/m 3 ); similar to the female (1026,5 kg/m 3 (at base) -422,5 kg/m 3 (crown)) at the green state. At the dry state, the male had 827 kg/m 3 at its base and 264 kg/m 3 at the crown, while the female recorded 754,5 kg/m 3 at the base and 219,5 kg/m 3 at its crown. Generally, the male recorded a mean density of 723,08 kg/m 3 and 508,58 kg/m 3 at the green and dry states respectively, while the female similarly had 640,92 kg/m 3 and 404,92 kg/m 3 (Table 1). Findings from the study depicted in Figure 1 confirms the variabilities of MC and density along the boles in the green and dry states.
Some timbers exhibit greater variation in density than others. Wood density is an important property that affects the performance of timber and usually decrease from the base to the crown (Belleville et al. 2020) and from the heartwood to the sapwood on one hand and also from the periphery of the base to the core of the crown for the palms (Bakar et al. 1998, Kimberley et al. 2017). The peripheries from both varieties recorded greater densities at the green and dry states than the cores along the bole (Table 1). This indicates the commercial acceptance of the peripheral portions for structural applications than the cores. Ayarkwa (1997) recorded 670 kg/m 3 for B. aethiopum, while Asafu-Adjaye (2011) had 793,3 kg/m 3 -579,1 kg/m 3 , and approximately 700kg/m 3 -1065 kg/m 3 (Li et al. 2018). Similarly, they observed a consistent decrease in trend up the bole for the periphery and the core. Several studies on Elaeis guineesis, Cocos nucifera and Phoenix dactilifera palms by Lim and Khoo (1986), Prayitno (1995), Romulo and Arancon (1997), Bakar et al. (1998), Erwinsyah (2008 and Fathi (2014) proved identical trends where densities gradually decreased from the peripheral portions to the cores and from the base through the middle to the crown at a range of 100 kg/m 3 to 900 kg/m 3 .
The patterns for the densities of these palms are, once again, in contrast with those for wood species, which have an increase in density from the outer sapwood to the inner heartwood (Karlman et al. 2005). The authors recorded a mean density of 506 kg/m 3 (range: 475 kg/m 3 -555 kg/m 3 ) for Scots pine (Pinus sylvestris L.) and 618 kg/m 3 (range: 535 kg/m 3 -670 kg/m 3 ) for larch trees, while Akpan et al. (1999) recorded 256 kg/m 3 -894 kg/m 3 for B. guianensis. As an essential quality and determining factor of wood, density has been strongly associated with strength, stiffness, hardness, durability, and other properties, which influence wood commercial utilization. The heavier peripheral portions with corresponding great strength properties would make them more viable candidates for exterior and structural applications than the cores and even several other timbers like Parinari excelsa Sabine (afam) whose wood density ranges 530 kg/m 3 -730 kg/m³ at 12 % MC or 900 kg/m³ at 12 % -15 % MC), hard and strong for tough exterior use as heavy-duty structures, industrial floors, mining, vehicle, and boat construction. FAO (1985) and TEDB (1994) reported that at 12 % MC, wood density should be graded as High (i.e., Very heavy), Medium, and Low with these values: > 500 kg/m 3 ; 350 kg/m 3 -500 kg/m 3 ; < 350 kg/m 3 respectively. Thus, the densities for the peripheries of the male B. aethiopum at the base (827 kg/m 3 ) and middle (746,5 kg/m 3 ) and that of the female (754,5 kg/m 3 and 506 kg/m 3 respectively) would be graded as Very heavy. The core at the base (451,5 kg/m 3 ) and middle (447 kg/m 3 ) of the male, and that of the base from the female (424,5 kg/m 3 ) would be classified as Medium density. The periphery (315,5 kg/m 3 ) and core at the crown (260 kg/m 3 ) of the male, as well as the periphery of the crown (280,5 kg/m 3 ), the core of the middle (244,5 kg/m 3 ) and crown (219,5 kg/m 3 ) of the female (Table 1), would be graded as low density. Generally, the peripheries and cores of the two varieties recorded a consistent decreasing trend up the crown at both green and dry states, while the bole decreased in density radially from the dermal zone to the pith. The portions with the greatest densities could possess excessive total extractives and lignin that can render them less swelling and shrinkage characteristics and would be suitable for structural works including flooring, bridges, roofing, paneling, and exterior furniture. The medium density portions would be useful for stools, chairs, windows, doors, the interior of cars, while the low-density portions would be useful for stakes for agricultural purposes, pencils, walking sticks, the cork of bottles, packaging, and other interior product designs.
Swelling of wood is of fundamental significance in the context of commercial applications of timber. Wood mostly swell less in the longitudinal surface (0,1 -0,4 %) than in the tangential (3 % -6 %) and radial directions (6 % -12 %) (Gryc and Horácek 2007). Akpan et al. (1999), in a study, reported that B. guianensis wood swells less along the longitudinal direction (1 % -1,33 %) than the tangential and radial directions (11,32 % -14,08 % and 5,29 % -7,01 % respectively). The study shown in Table 2 confirms the reports by cited authors. The male B. aethiopum recorded less directional swelling at its periphery for the longitudinal, tangential, radial, and the volumetric swelling than those from the cores. A similar trend was identified at the periphery of the female. Thus, the peripheries from both varieties recorded less swelling than the cores up the entire bole. Besides their efficient swelling stability, the peripheral regions' less MC and great density would contribute to making them more resistant to biodegradation, weathering, and add value to the wood quality than the cores. These can make the peripheries more structural useful for external applications than the core portions.

Statistical analysis
The analysis of variance (ANOVA) using Complete Randomized Design (CRD) was employed to assess the differences between the analysis using Origin Pro 8.5 software (2010). Subsequent Tukey's Honestly Significant Difference (HSD) tests were used to determine significant differences at the 5 % probability level (LSD 0,05 ) to detect the means differences among all the assessed parameters. The mean differences within both varieties are presented in Table 1, Table 2, and Table 3 with standard deviations in brackets. Means that do not share a letter are significantly different.
The peripheral from both varieties showed better physical characteristics in all cases. In most cases, significant differences exist radially. Generally, there was radial and axial variability in MC, density, and dimensional stability that confirms reports by cited researchers for palms, deciduous, and coniferous wood species. The lower MC, swelling, shrinkage but greater density at the peripheral portions along the bole can be ascribed to the presence of embedded vascular bundles, excessive lignin, and extractives content which create permanent aspirated voids at the peripheries than the cores. These inhabit porosity, moisture accumulation, maximize density, and mechanical characteristics that result in dermal rigidity, resistant to biodegradation, dimensionally stable, impermeable to moisture than cores particularly at the bases and middle of both varieties. This makes them more suitable for structural applications, especially in hazardous environments.
However, the cores could be employed for light product designs such as stool, cork for bottling, packaging, fencing, agricultural stakes, walking sticks, and pencils due to their lower density (219,5 kg/m 3 -264 kg/m 3 ) and excessive MC (61,31 % -137,98 %), which greatly influence the swelling (5,22 % -6,99 %) and shrinkage properties Based on the superior qualities and stable dimensional changes of the peripheries, they can be used as structural materials for construction that would contribute to the reduction of the over-dependence and pressure on the primary timbers, increase the raw material base for the Wood Industry, and aid in sustaining the dwindling forests' biodiversity.