Asunda (Careya arborea)
Family: Lecythidaceae
Common names: Asunda, Ayma, Bambwe, Banbwe, Boktok, Buda darini, Buda-durmi, Budatare, Careya, Combio, Dambel, Darepi, Dudippi, Gadava, Ganjal, Gaul, Gavuldu, Gumar, Gummar, Hpu-no, Ijar, Kabooay, Kadon, Kahatta, Kaval, Kuba, Kum, Kumbe, Kumbh, Kumbha, Kumbhi, Kumbi, Kumbia, Kumbir, Kumhi, Kummar, Mai-pinngo, Pailae, Patana oak, Pera, Perla, Perzha, Pilu, Poota-tammi, Poyn, Samgawngmaeot, Tagooyi, Thelawaw, Udu
Distributed in: Afghanistan, Burma, India, Malaysia (Oceania and S.E. Asia)
Common uses: Agricultural implements, Axles, Boat building (general), Boat building: decking, Cabinetmaking, Fuelwood, Furniture, Heavy construction, Light construction, Mine timbers, Oars, Plywood, Poles, Posts, Railroad ties, Tool handles, Vehicle parts, Wheel spokes
Tree size: Trunk diameter is 250-300 cm
Colors: the heart isWhite, Yellowand the sapwoodWhite to yellow, Yellow.The grain isStraight, the textureMedium to coarseand the lusterMedium
Natural durability: Pinworms (ambrosia beetles) are commonly present, Very durable
Kiln Schedules: Kiln Drying Rate (in days) is slow
Kiln Drying Rate: Slow (18-28 days for boards < 32 mm, to 52-84 days for boards >= 63 mm)
Kiln drying rate (green to 12% mc) is slow, longer than 28 days for a board under 32 mm, to more than 84 days for a board 63 mm and thicker
Drying Defects: Severe end splitting, Severe surface checking
Ease of Drying: Figure Occurrence is variable
Comments: General finishing qualities are rated as good
Cutting Resistance: Cutting Resistance with green wood is difficult
Response to hand tools: Moderate working qualities
Polishing: Satisfactory;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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Item |
Green |
Dry |
Metric |
Specific Gravity |
|
|
|
Density |
|
913 |
kg/m3 |
Bending Strength |
654 |
1024 |
kg/cm2 |
Crushing Strength |
380 |
574 |
kg/cm2 |
Hardness |
|
|
kg |
Impact Strength |
|
86 |
cm |
Shearing Strength |
|
|
kg/cm2 |
Stiffness |
95 |
110 |
1000 kg/cm2 |
Tangential Shrinkage |
10 |
|
% |
Radial Shrinkage |
4 |
|
% |
Weight |
897 |
721 |
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
|
cm-kg |
Static Bending |
|
|
kg/cm2 |
|
 |  |  |  | Item | Green | Dry | English | Bending Strength | 9310 | 14566 | psi | Density | | 57 | lbs/ft3 | Impact Strength | | 34 | inches | Maximum Crushing Strength | 5408 | 8171 | psi | Stiffness | 1358 | 1568 | 1000 psi | Weight | 56 | 45 | lbs/ft3 | Radial Shrinkage | 4 | | % | Tangential Shrinkage | 10 | | % | Volumetric Shrinkage | 15 | | % | |
Modulus of Elasticity (stiffness) = low Bending strength (MOR) = medium Max. crushing strength = medium Max. crushing strength = high Density (dry weight) = 53-60 lbs/cu. ft Toughness-Hammer drop (Impact Strength) = medium Toughness-Hammer drop (Impact Strength) = low Shrinkage, Volumetric = large Shrinkage, Tangential = large Shrinkage, Radial = moderate Density (dry weight) = 61-67 lbs/cu. ft
Bourdillon, T.F.,1908,The Forest Trees of Travancore,Travancore Government PressGamble, J.S.,1902,A Manual of Indian Timbers,Sampson Low, Marston & Co. LondonHoward, A.L.,1948,A Manual of Timbers of the World.,Macmillan & Co. Ltd. London 3rd ed.McCann, C.,1947,Trees of India: A Popular Handbook,D.B.Taraporevala Sons & Co. BombayNazma,1981,A handbook of Kerala Timbers,Kerala Forest Research Institute Research Report, No.9Pearson, R.S., Brown, H.P.,1932,Commercial Timbers of India,Govt. Printer Calcutta,2 volsPurkayastha, S.K.,1982,Indian woods: Their identifications, properties and uses, Vol. IV,Myrlacene to Symploceae,Controller of Publications, New DelhiTewari, M.C., Jain, J.C.,1980,Utilization of Secondary Species,Journal of the National Building Organization 25(2) pp1-6Whitmore, T.C.,1973,Tree Flora of Malaya A Manual for Foresters Volume 2,Forest Department Ministry of Primary Industries Malaysia
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