Declining availability of the prime economic species in the Nigerian timber market has led to the introduction of Lesser-Used Species (LUS) as alternatives. Their acceptability demands information on the technical properties of their wood. The aim of this study was to investigate the mechanical properties of Ficus vallis-choudae to determine its potential for timber. Three mature Ficus vallis-choudae trees were selected and harvested from a free forest area in Ibadan, Oyo State, Nigeria. Samples were collected from the base (10%), middle (50%), and top (90%) along the sampling heights of each tree, which was further partitioned into innerwood, centrewood, and outerwood across the sampling radial position. Investigations were carried out to determine the age, density, moisture content, impact strength, modulus of elasticity, modulus of rupture, compressive strength parallel-to-grain, and shear strength parallel-to-grain. The mean impact bending strength, modulus of rupture, modulus of elasticity, maximum shear strength parallel-to-grain, and maximum compression strength parallel-to-grain for Ficus vallis-choudae at 12% moisture content were 20.4 N/mm2, 85.8 N/mm2, 709 N/mm2, 10.7 N/mm2, and 33.6 N/mm2, respectively. The study found the species to be dense with high strength properties in comparison with well-known timbers used for constructional purposes.
The requirement for easily adoptable technology for fruit preservation in developing countries is paramount. This study investigated the effect of pre-treatment (warm water blanching time—3, 5 and 10 min at 60 °C) and drying temperature (50, 60 and 70 °C) on drying mechanisms of convectively dried Synsepalum dulcificum (miracle berry fruit—MBF) fruit. Refined Adaptive Neuro Fuzzy Inference System (ANFIS) was utilized to model the effect and establish the sensitivity of drying factors on the moisture ratio variability of MBF. Unblanched MBF had the longest drying time, lowest effective moisture diffusivity (EMD), highest total and specific energy consumption of 530 min, 5.1052 E−09 m2/s, 22.73 kWh and 113.64 kWh/kg, respectively at 50 °C drying time, with lowest activation energy of 28.8589 kJ/mol. The 3 min blanched MBF had the lowest drying time, highest EMD, lowest total and specific energy consumption of 130 min, 2.5607 E−08 m2/s, 7.47 kWh and 37 kWh/kg, respectively at 70 °C drying temperature. The 5 min blanched MBF had the highest activation energy of 37.4808 kJ/mol. Amongst others, 3—gbellmf—38 epoch ANFIS structure had the highest modeling and prediction efficiency (R2 = 0.9931). The moisture ratio variability was most sensitive to drying time at individual factor level, and drying time cum pretreatment at interactive factors level. In conclusion, pretreatment significantly reduced the drying time and energy consumption of MBF. Refined ANFIS structure modeled and predicted the drying process efficiently, and drying time contributed most significantly to the moisture ratio variability of MBF.
Water Absorption is one of the properties that determine the suitability of rattan canes as structural material especially for outdoor use. This study therefore evaluated the water absorption characteristics of two rattan species (laccosperma secundiflorum and eremospatha macrocarpa) from a fresh water swamp, Arapagi village, Lagos state and rain forest-Nicholas village, Edo state in Nigeria by collecting three matured wild rattan species from each ecological location and the water absorption carried out after 24 hours and 48 hours respectively. The results show that, water absorption after 24 hours ranged from 39.63 % to 82.51%. However, water absorption after 48hours increased from 44.53 % to 93.74 %. It was also observed that water absorption after 24 hours and 48 hours increased along the axial direction from base to top. Meanwhile, the samples of the two rattan species sourced from Rain forest had lower water absorption values than Fresh water swamp. In conclusion, the two rattan species had different levels of water affinity, however, samples obtained at the base from Rain forest absorbed less water.
The introduction of Lesser-used species is as a result of the reduction in the availability of economic hard wood species also, the suitability of wood for end users has been linked with its Tangential and Radial shrinkage. This study therefore assessed the dimensional stability of Elaeis guineensis wood to determine its appropriate application and proper utilization. Three fully matured trees of E. guineensis of over 25years were selected and felled from Ogunsiji Village, Ido Local Government Area of Oyo State, Nigeria. Bolts of 50cm long were cut along the axial direction at the base (10%), middle (50%) and top (90%) from the felled trees and thereafter, converted into test samples. Samples from peripheral, centre and inner along the radial position (Across the bole) were collected for base, middle and top. Dimensional stability (shrinkage) test were carried out on the E. guineensis samples and data were analysed using descriptive statistics and Analysis of Variance at P<0.05. From the results, the mean value for Tangential shrinkage, Radial shrinkage and Volumetric shrinkage is 3.98±1.54%, 3.54±1.41% and 7.53±2.66%% respectively. Results further showed that shrinkage (tangential, radial and volumetric) increases along the axial direction (sampling height) from base to top and also increase radially from the bark (peripheral) to the inner part of the wood of E. guineensis . It is therefore concluded that the wood of E. guineensis from the base at the peripheral is more dimensionally stable than the other portions and is also suitable for building or structural application.Keywords: Elaeis guineensis, Lesser-used species, Radial position, Axial direction,Dimensional stability, Shrinkage
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