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The paper reports a study of mechanical properties of Indian woods of different species belonging to different botanical families. Tensile strength and compression strengths were measured at normal dried condition. A significant variation in mechanical properties is observed with respect to each species as well as same species of same botanical family. Macro and micro structured variations in wood have been analyzed on the basis of variation in above parameters.
The mechanical properties presented in this chapter were obtained from tests of pieces of wood termed "clear" and "straight grained" because they did not contain characteristics such as knots, cross grain, checks, and splits. These test pieces did have anatomical characteristics such as growth rings that occurred in consistent patterns within each piece. Clear wood specimens are usually considered "homogeneous" in wood mechanics.
Journal of Tropical Agriculture, 2019
Attempt was made to evaluate the wood variation in Dalbergia sissoo (shisham) from the local markets of Himachal Pradesh. The highest moisture content (20.17%) was observed in the wood samples of Nalagarh site. Highest specific gravity of 0.644 was observed in Dattowal and lowest (0.748) in Nalagarh site. Significant variation in mechanical properties was observed for all the studied parameters. The maximum bending strength was recorded in Baroh and Sundernagar site (0.006 kN/mm2) and maximum tensile strength (0.094 kN/mm2) was noticed in the wood samples from Baroh site. The maximum compressive strength parallel to grain (0.069 kN/mm2) was observed in Kangu site and maximum compressive strength perpendicular to grain (0.038 kN/mm2) was found in Baroh site. The maximum modulus of elasticity parallel to grain (0.231 kN/mm2) was recorded in Ghumarwin and maximum modulus of elasticity perpendicular to grain (1.653 kN/mm2) was noticed in wood samples of Galore site. The greater modulus of elasticity due to tension and bending was found in the wood samples of the sites Baroh (2.876 kN/mm2) and Kangu (10.369 kN/mm2) respectively. The maximum bending modulus of rupture was observed in the wood samples from the sites of Sundernagar (0.116 kN/mm2) and for teak was found to be 0.323 kN/mm2. The maximum elongation for shisham wood samples for bending was found in Nalagarh site (0.039 mm) and for tension in the site of Sarahan (0.033 mm). The mechanical properties of shisham wood were compared with standard teak wood samples and it was found that the wood samples of shisham were superior in some mechanical properties.
Materials Research, 2020
Wood offers a good combination of high strength and low density, but its complete characterization takes a long time. This study aimed to correlate apparent density, chemical component and porosity parameters with the physical and mechanical properties of the wood as an alternative route to reduce the time spent proposing equations to estimate each mechanical property. Ten tropical wood species were characterized in accordance with Brazilian Standards and chemical components were determined by the Klason method, and the porosity using mercury intrusion. Multivariate regression models were applied to the results of each species to find the relationships. Good results were obtained, such as the coefficient of determination and the analysis of variance, which indicated that the equations for 10 out of the 16 properties are significant. Therefore, the apparent density, chemical component and porosity parameters used reduce the time intervals much lower than the time test stipulated by the standard.
This study was conducted to determine the effect of wood species on physical and mechanical properties of some selected wood in the Tropical Rainforest Ecosystem, Ondo State, Nigeria. The experiment was laid out in Complete Block Design (CBD). . The wood species includes Meliceae excelsa, Khaya ivorensis, Triplochiton scleroxylon, Afzelia africana and Celtis mildbraedii. The wood were machined and trimmed to standard size of 20mm X 20mm X 60mm for the determination of physical properties and 10mm X 10mm X 300mm for mechanical properties. All the samples were replicated five times. The green weight was determined with a digital weighing balance; the longitudinal, radial and tangential axes were measured with a veneer caliper. All samples were oven dried at initial temperature of 70⁰C for 6 hours and thereafter increased to 100⁰ ± C to complete 24 hours. This procedure was repeated until a substantial constant weight was obtained and the physical properties calculated. The test for mechanical properties (modulus of rupture and elasticity-MOR and MOE) were performed on an Improvised Universal Testing Machine. The samples were subjected to three point bending test with varying load. At the point of failure, the force exerted that causes the failure was recorded and the MOR and MOE calculated. The results of this study shows a significant (P=.05) variation in wood density (Afzelia africana>Celtis mildbraedii>Meliceae excelsa>Khaya ivorensis>Triplochiton scleroxylon) The MOR (N/mm 2 ) and MOE (N/mm 2 ) of these wood species indicates that Celtis mildbraedii and Afzelia africana has the highest values (149.94/7088 and 136.71/6313), Khaya ivorensis, Meliceae excelsa and Triplochiton scleroxylon has relatively lower values. The test of selected wood species shows that strength of a timber depends on its species and hence different wood species have different strength characteristics. The results obtained in this study has provided quantitative information on the mechanical properties of selected wood species which can be used in determining the application of these wood for either heavy and for building, construction or for other purposes such as the manufacture of furniture.
Frattura ed Integrità Strutturale
Wood is an orthotropic material used since ancient time. A literature research about the mechanical properties of density, fracture toughness, modulus of elasticity, and Poisson’s ratio has been done to have a broader view on the subject. The publications relating to the topic were found through the two search engines Scopus and Google Scholar that have yielded several papers, including articles and book sections. In general, there is no standardization on the method of analysis carried out on wood, underlining the great difficulty in studying this complex material. The parameter of density has a great variability and needs a deeper investigation; fracture toughness is not always available in literature, not even in the different directions of the wood sample. Interesting is the modulus of elasticity, which provides a correlation with density, especially in longitudinal section but, again, it needs to be studied in detail. The parameter of Poisson’s ratio is provided as single value...
Acta Silvatica et Lignaria Hungarica
This paper studied the basic density and mechanical properties differences of wood among and within Sclerocarya birrea and Anogeissus leiocarpus. Three trees from each species were selected from the Lagawa Natural Forest Reserve in Western Kordofan State, Sudan. Test specimens were selected from three vertical positions (10, 50, and 90% along the bole length) of the trees. Specimens were also collected from three horizontal positions (innerwood, middlewood, and outerwood) within each of the three vertical positions. Tests for basic density of wood (BD), modulus of rupture (MOR), modulus of elasticity (MOE), compressive (CS), and shear strength (SS) parallel to the grain were performed. An analysis of variance shows that only the horizontal positions were a significant source of variation for both species studied. The correlation coefficient of BD was significant, weak, and positive for the mechanical properties of A. leiocarpus. A similar observation was found for BD correlated with...
Maderas. Ciencia y tecnología, 2017
Growth in world demand for wood implies a search for new fast growing species with silvicultural potential, and in this scenario for native species such as Paricá. Thus, the objective of this study was determining the physical and mechanical wood properties of the Schizolobium amazonicum species (known as Paricá in Brazil). Trees were collected from commercial plantations located in the north of Brazil with ages of 5, 7, 9 and 11 years. Four logs from trees of each age in the longitudinal direction of the trees were obtained, and later a diametrical plank of each log was taken to manufacture the specimens which were used to evaluate some physical and mechanical properties of the wood. The basic density of Paricá was reduced in the basetop direction and no difference between the radial positions was observed, while the average basic density of this wood was characterized as low. The region close to the bark showed less longitudinal contraction and also greater homogeneity of this property along the trunk, while for tangential contraction the smallest variation was found in the region near the pith. Paricá wood contraction was characterized as low. Age influenced most of the mechanical properties, where logs from the base had the highest values of mechanical strength.
2012
An investigation was carried out to study physical properties, strength and durability of some timber species commercially used in Bangladesh. Seven timber species namely Teak (Tectona grandis), Sal (Shorea robusta), Sil Korai (Albizia procera), Rain Tree (Samanea saman), Jam (Syzygium spp.), Jackfruit (Artocarpus heterophylus), and Mango (Mangifera indica) were tested for density, specific gravity, compressive, tensile and bending strength following ASTM standards. Four different kinds of chemical environments consisting of normal water, sodium chloride (5%), sodium sulphate (10%) and hydrochloric acid (5%) were made and tested for durability in terms of strength loss over a period of 90 days. The test results revealed that Sal, Teak and Jam were the best species of using as compression member while Sal and Teak showed the best performance in tension. In static bending Sal, Sil Korai, Teak and Jam have been found suitable. With respect to durability acidic environment has been show...
Trees, 2012
Obtaining representative values of green wood properties is essential for studies investigating the biomechanical aspects of tree development and ecology. Here we compare the biomechanical properties of wood stored in various conditions between their collection in the field and their measurement. The study was performed on a large sample of wood specimens from different tropical species and different location in the trees, representing a wide diversity in wood structures. Elastic and viscoelastic properties are measured on green wood, and measured again after storage in different conditions: immersion in cold water during various durations, storage in an ethanol solution with or without washing in water, and air-drying with or without re-hydration. The systematic and random errors induced by these storage methods are quantified. Storage in cold water is the best way to preserve wood native properties. Soaking in ethanol is a fair alternative regarding elastic properties, but induces a significant change in viscoelastic properties. Air-drying causes important and partly irreversible changes in mechanical properties. However, regarding elastic properties, this change is a systematic bias so that the airdried elastic modulus provides a good basis for comparative studies of green wood stiffness.
Wood Material Science & Engineering, 2015
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BioResources, 2016
2019
The exploitation of timber in Ghana and many parts of tropical Africa is limited to very few of the over 800 known species whose mechanical properties for structural use are unknown. The global demand for these few species with excellent properties in terms of their strength and quality of finishes has led to their over-exploitation and destruction of other less accepted species during logging operations. The structural use of timber is very limited in tropical Africa in spite of its abundance in the forests and its sustainability by cultivation. Considerable discussion has been held about the fuller utilization of tropical forests with particular reference to lesser-known species (LKS), but the problem has remained intractable and very little has been done. One main problem in promoting the LKS is lack of information on their realistic mechanical properties based on structural size dimensions. This paper reports results of research on the mechanical properties of four lesser-known ...
Materials Science and Nanotechnology, 2017
Wood is a natural polymer and its molecular structure is The present investigation was carried out to determine the different physical properties of various types of timbers used for agricultural implements in India. This study provides information for selection criteria of wood to make a different component of agriculture implement and tools. This article consists of detailed material and methods used in the study. This study was mainly targeted on utilization of different type of wood for their use to make different components of agricultural implements and tools.
Asian Journal of Applied Sciences
Over exploitation of economic tree species in the forest due to their high demand has made wood loggers shift their attention to Lesser Used Species such as Blighia sapida as alternative source of wood in Nigeria. The knowledge on the quality of the wood would to a long extent enhance the utilization of the wood. However, little information is provided on the mechanical properties of the wood species and the general belief among most wood users is that it is not a good timber species and that it cannot be utilized for any wood-based products that require strength. Therefore, investigating the mechanical properties of the timber species for better acceptability in the timber market becomes necessary. Three standing trees of Blighia sapida were purposively felled in the University of Ibadan community, Ibadan, Nigeria. 500 mm billets were gotten from wood dics at the top, middle, and base of the tree and each partitioned into three, the outerrwood, middlewood and the innerwood, in line...
Annals of Forest Science, 2003
The influence of temperature on transverse mechanical properties of 10 tropical species in green condition was studied in radial compression (0 to 99°C), transverse shear with longitudinal-radial shearing plane and rupture of the longitudinal-tangential plane (20 to 80°C). Basic density ranged from 0.21 to 0.91 g cm-3. Load-displacement curves were characterised by initial rigidity, yield stress, yield strain and strain energy at 20% strain level. The relation between each criterion and basic density was expressed by a power law. The dependency on temperature evidenced a sharp glassy transition, except for the fracture energy only slightly influenced by temperature. An empirical model allowed evaluating a transition temperature between 51 and 69°C, depending on the species and the criterion, which was attributed to lignin. Detailed analysis of the apparent modulus in radial compression suggested that complex relaxation phenomena occur around 10°C and that the rubbery state is not fully reached at 80°C. green wood / tropical wood / transverse mechanical properties / basic density / softening temperature Résumé-Influence de l'infradensité et de la température sur les propriétés mécaniques transverses de dix bois tropicaux. L'influence de la température sur les propriétés mécaniques transverses du bois vert de 10 essences tropicales a été étudiée. Trois types d'essais ont été réalisés : compression radiale (entre 0 et 99°C), cisaillement transverse suivant le plan longitudinal-radial et rupture dans le plan longitudinaltangentiel (entre 20 et 80°C). L'infradensité des essences est comprise entre 0,21 et 0,91 g cm-3. Les courbes force-déplacement ont été caractérisées par la rigidité initiale, la contrainte de flambement, la déformation de flambement et l'énergie de déformation pour 20 % de déformation. La relation entre chaque critère et l'infradensité est exprimée par une loi puissance. La dépendance des critères avec la température met en évidence une transition vitreuse très prononcée, excepté pour l'énergie de rupture peu influencée par la température. Un modèle empirique permet d'évaluer une température de transition entre 51 et 69°C, selon les essences et les critères. Ce phénomène est expliqué par la transition vitreuse des lignines. Une analyse détaillée du module radial apparent en compression suggère qu'un phénomène de relaxation complexe a lieu autour de 10°C et que l'état caoutchoutique n'est pas complètement atteint à 80°C. bois vert / essences tropicales / propriétés mécaniques transverses / infradensité / température de transition vitreuse
The aim of this work was to determine the main physical and mechanical properties of athel wood (Tamarix aphylla), one of the least studied non-commercial wood species. Wood samples of Tamarix aphylla were harvested from a small tree stand in Molyvos coastal area (Lesvos, Greece) and standard test methods were followed on small green specimens. Athel wood’s air- and oven dry densities were determined at 0.73 and 0.66 g/cm3, while maximum tangential shrinkage and swelling were approximately 10.8 and 12.1%, respectively. The volumetric shrinkage and swelling were estimated at 14.0 and 15.5%, respectively. Modulus of rupture, modulus of elasticity, compression strength parallel to grain and Janka hardness (perpendicular to grain) values were found to be 88.5 N/mm2, 7,533 N/mm2, 40.9 N/mm2 and 33.7 N/mm2, respectively. Keywords: Wood; Tamarix aphylla; Mechanical properties; Density; Shrinkage; Swelling
The aim of this work was to determine the main physical and mechanical properties of athel wood (Tamarix aphylla), one of the least studied non-commercial wood species. Wood samples of Tamarix aphylla were collected from a small tree stand in Molyvos coastal area (Lesvos, Greece) and standard test methods were followed on small green specimens. Athel wood's air-and oven dry densities were determined at 0.73 and 0.66 g/cm 3 , while maximum tangential shrinkage and swelling were approximately 10.8 and 12.1%, respectively. The volumetric shrinkage and swelling were estimated at 14.0 and 15.5%, respectively. Modulus of rupture, modulus of elasticity, compression strength parallel to grain and Janka hardness (perpendicular to grain) values were found to be 88.5 N/mm 2 , 7,533 N/mm 2 , 40.9 N/mm 2 and 33.7 N/mm 2 , respectively.
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