Andaman ebony (Diospyros marmorata)
Family: Ebenaceae
Common names: Andaman ebony, Andaman marblewood, Kala takri, Pecha-da, Teakah, Thitkya, Zebrawood
Common uses: Brush backs & handles, Cabinetmaking, Carvings, Moldings, Musical instruments: piano, Musical instruments: strings, Paneling, Turnery, Veneer: decorative, Walking sticks
Environment profile: Vulnerable
Tree size: Bole length is 0-10 m
Colors: the heart isRed, White to creamand the sapwoodPaler than heartwood, Well defined.The grain isWavy, the textureMediumand the lusterSlightly lustrous
Natural durability: Susceptible to insect attack, Very durable
Kiln Schedules: UK=C US=T3C2/T3C1 Fr=3
Drying Defects: Moderate surface checking, Moderate twist/warp
Ease of Drying: Moderately Difficult to Difficult
Tree Identification: Bole/stem form is straight
Comments: General finishing qualities are rated as good
Blunting Effect: Moderate
Boring: Fairly easy to very easy
Carving: Fairly Easy to Very Easy
Cutting Resistance: Easy to saw
Mortising: Fairly Easy to Very Easy
Moulding: Fairly Easy to Very Easy
Movement in Service: Fairly Easy to Very Easy
Nailing: Fairly Easy to Very Easy, Possible if prebored
Planing: Planes well, to a good finish
Response to hand tools: Easy to Work
Routing recessing: Fairly Easy to Very Easy
Screwing: Fair to Good Results, Fairly Easy to Very Easy; Turning: Good results
Polishing: Good; Staining: Fairly Easy to Very Easy;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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Item |
Green |
Dry |
Metric |
Specific Gravity |
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Density |
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945 |
kg/m3 |
Bending Strength |
429 |
674 |
kg/cm2 |
Crushing Strength |
485 |
699 |
kg/cm2 |
Hardness |
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kg |
Impact Strength |
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cm |
Shearing Strength |
|
155 |
kg/cm2 |
Stiffness |
117 |
135 |
1000 kg/cm2 |
Tangential Shrinkage |
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% |
Radial Shrinkage |
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% |
Weight |
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kg/m3 |
Maximum Load |
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cm-kg/cm3 |
Toughness |
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cm-kg |
Static Bending |
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kg/cm2 |
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 |  |  |  | Item | Green | Dry | English | Bending Strength | 6111 | 9589 | psi | Density | | 59 | lbs/ft3 | Maximum Crushing Strength | 6899 | 9945 | psi | Shearing Strength | | 2205 | psi | Stiffness | 1665 | 1923 | 1000 psi | Weight | 58 | 50 | lbs/ft3 | |
Density (dry weight) = 61-67 lbs/cu. ft Density (dry weight) = 53-60 lbs/cu. ft Shearing strength (parallel to grain) = medium Modulus of Elasticity (stiffness) = medium Max. crushing strength = high Density (dry weight) = >75 lbs/cu. ft Density (dry weight) = 67-75 lbs/cu.ft Bending strength (MOR) = low
Farmer, R.H.,1972,Handbook of Hardwoods,HMSOForests Products Research Laboratory, U.K.,1956,A Handbook of Hardwoods,Forest Products Research Laboratory, Princes Risborough, Department of,Science and Industrial Research, Building Research EstablishmentGamble, J.S.,1902,A Manual of Indian Timbers,Sampson Low, Marston & Co. LondonPatterson, D.,1988,Commercial Timbers of the World, 5th Edition,Gower Technical PressPearson, R.S., Brown, H.P.,1932,Commercial Timbers of India,Govt. Printer Calcutta,2 volsRendle, B.J.,1969,World Timbers (3 Vols.,Ernest Benn Ltd. London
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