Teak and Young Teak
2. Material and Methods
Teak materials for making of specimens of tests in this research are obtained from the West Java area, ndonesia, which is categorized as: The young teak logs from the thinning of teak plantation, which is still comprise mostly sapwood part; and Small beams or planks of sawing and re‐sawing of teak logs, timbers, or lumbers, which is still contain proportions of both sapwood and its heartwood part. These are recognized as removed waste material, not standard size and narrow relatively. The mechanical properties of young teak from the thinning of West Java area’s teak plantation has been recognized in the previous research that is determined uses static bending test three points . n this research, another six additional tests have been conducted to complete the mechanical properties of young teak in particular, those are : Compression Strength Parallel to grain; Tension Strength Parallel to grain; Compression Strength Perpendicular to grain; Tension Strength Perpendicular to grain; Cleavage Strength Parallel to grain; and Shearing Strength Parallel to grain. For the tests occasion, teak material has been categorized in range as Age Class ‐ ‐ year‐old and Age Class ‐V ‐ year‐old . Standard methods for testing are adapted and modified from the ASTM, Designation: D Small Clear Specimens of Timber ASTM, , and then it is combined to SN ‐ ‐ , Test Method for Modulus of Bending Elasticity of Wood in Laboratory SN, . The laboratory for testing is conducted at Structure Engineering Laboratory ‐ Bandung nstitute of Technology, ndonesia. The devicemachine for testing is Universal Testing Machine UTM bertest, series Eurotest ‐ , Made in Spain; Year of production is . The speed of testing displacement control of UTM is set to the type of control by position, and the speed is set according to the standard for each test categories respectively, but the load control for all of the test are set at 8. Ns load increasing . Time of tests has been arranged in March and September . For getting the appropriate result, before the test is started, all of the specimens must be confirmed of its moisture, it is not exceed more than standard of maximum , and also the humidity and temperature of the place where the test is conducted. The tests have been conducted in relative humidity ± and temperature C‐ C, and the moisture content of the specimen is ‐ at radial and ‐ at tangential. Number of specimen is ‐ pieces for each age classes and each type of specimen respectively that is conducted for six additional various tests. The basic data has been added also by the Measuring of Weight Density, as one of determination factor for confirmation of strength class, and in this case, the weight density as a sample to compare among the specimen from the various age class and wood species. This research also has been conducted of tests for getting the bonding properties of young teak in particular. Falcata Paraserianthes falcataria and Kapur Dryobalanops beccari, are used for comparison in bonding test. These wood are represented as bond easily and bond with difficulty, according to ease of bonding categories Frihart, . Type of adhesive that is used in these tests is poly vinyl acetate PVAc , as an ordinary glue for bonding of wood in general occasion. 347 This research also has conducted to determine the characteristic of color lightness of teak surface from the previous research. The data is determined uses lux meter at daylight shade in the midday condition ± , lux , and the distance between lux‐ meter to the specimens is cm. The main purpose of this determination is conducted for getting the ratio comparison among various teak surfaces after coloring by colorant food grade type and water based polishing respectively.3. Research Finding
3.1 Strength Class of Young Teak According to the strength classification of the wood in ndonesia, as it is described in Table , the strength class of wood is divided into five classes and refers according to the weight density and MOR of its wood, and teak from Java sland has been recognized as the wood with the standard strength class II Martawijaya, 8 . Based on the previous research that is compared to the standard strength class of wood, and therefore the young teaks from various age classes can be classified for having the strength in the same range with mature teak, according to its density and the result of Modulus of Rupture MOR , as it is described in Table . The exception is just for sapwood of age class I, which the MOR is lower than the minimum of standard Djati, . Table . The standard of strength class of wood in ndonesia Martawijaya, 8 Strength Class Weight Density MOR MPa . .8 . ‐ . . 8 ‐ .8 . ‐ . . ‐ . 8 V . ‐ . . ‐ . V . . Table . Test data sheet of static bending Djati, Speed of Testing . inchmin . mmmin Size of Specimen x x mm width x depth x length Age Class year‐old Part in Trunk Weight Density grcm Max. Load kN MOR MPa MOE GPa ‐ SW . . . . 8 W . . 8 . . ‐ SW . . . W . . 8 . 8.8 ‐ SW . . . . W . . . . 8 V ‐ SW Size of sapwood part is smaller than the minimum standard size of specimen for testing W . 8 . 8 . 8.8 Teak standard . ‐ . ‐ . . 3.2 Mechanical and Bonding Properties The assessment also has been conducted to the number of tests for getting the mechanical and bonding properties of young teak. Bonding practice has been conducted and it has been compared the strength of bonding among teak, young teak and another wood material for comparison occasion. According to some research, teak has been recognized as the wood with bonding difficulty Frihart, . This recognition may refer to the bonding property for mature teak, and therefore it is possible that the young teak is having the different property. The determination to examine of bondingParts
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