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Sweet chestnutSweet chestnut
Sweet chestnut (Castanea sativa)

Family: Fagaceae

Common names: Akta kasanj, Chestnut, Edible chestnut, European chestnut, Spanish chestnut, Sweet chestnut

Distributed in: Austria, France, Germany, Italy, Portugal, Spain, United Kingdom, United States (Africa, Mediterranean Sea Region, North America, Oceania and S.E. Asia, Western Europe)

Distribution overview: Castanea sativa is a Mediterranean species. The range of distribution extends from the Caspian to the Atlantic, including Madeira, Azores and Canary Islands, from 51￿ latitude in southwest Germany and south England, to 37￿ latitude in Tunisia (Mounts Tlecem). The species is found in north-facing slopes where the rainfall is greater than 600￿mm, on moderately acid soils (pH 4.5-6.5) with a light texture. Chestnut needs high air humidity and avoids late frosts, sprouting very late.

Common uses: Cabinetmaking, Carvings, Casks, Chairs, Coffins, Cooperages, Flooring, Furniture , Furniture, Handles: general, Joinery (external): ground contact, Lock gates, Paneling, Poles, Posts, Stakes, Turnery, Umbrella handles , Veneer, Walking sticks

Product sources: Limited quantities of European chestnut in the form of veneers are available on the European market at prices that are comparable to those of lower cost hardwoods.

Environment profile: The conservation status of this species within its natural habitat has not been officially assessed

Tree size: Trunk diameter is 100-150 cm

Colors: the heart isYellow to golden-yellow to orange, Yellowish brownand the sapwoodWell defined, White to yellow.The grain isStraight, the textureMedium to coarseand the lusterSlightly lustrous

Natural durability: Very durable, Very durable

Odor: No specific smell or taste

Kiln Schedules: Dry at a slow speed

Drying Defects: Severe collapse and honeycomb, Water pockets

Ease of Drying: Moderate

Tree Identification: Bole/stem form is straight

Comments: General finishing qualities are rated as good The wood is acidic and has a tendency to corrode iron and iron compounds under moist conditions. The wood may also develop blue-black iron stains for the same reason

Blunting Effect: Blunting effect on machining is slight

Boring: Fairly easy to very easy

Cutting Resistance: Easy to saw

Gluing: Moderate gluing properties

Nailing: Holds satisfactorily, Pre-boring recommended

Planing: good

Resistance to Impregnation: Heartwood is resistant

Response to hand tools: Slight dulling effect on cutting edges

Veneering qualities: Easy to cut, There is slight to moderate drying degrade and the potential for buckles and splits

Steam bending: Good In its green state the wood can develop breaks on the inner surface especially where knots are present. Air-seasoned wood that is free of knots and other defects responds better to steam bending, but edges may wrinkle slightly

Screwing: Good screw holding properties, Screwing yields good results; Turning: Poor results

Polishing: Good; Staining: Reacts with Iron to discolour wood; Varnishing: Good The wood is reported to give an excellent finish with varnish.;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity 0,5
Density 544 kg/m3
Bending Strength 473 728 kg/cm2
Crushing Strength 258 446 kg/cm2
Hardness 306 kg
Impact Strength 63 58 cm
Shearing Strength 109 kg/cm2
Stiffness 75 87 1000 kg/cm2
Tangential Shrinkage %
Radial Shrinkage 3 %
Weight 528 512 kg/m3
Maximum Load 0,49 0,56 cm-kg/cm3
Toughness 149 cm-kg
Static Bending kg/cm2
Item Green Dry English
Bending Strength 6728 10355 psi
Density 34 lbs/ft3
Hardness 676 lbs
Impact Strength 25 23 inches
Maximum Crushing Strength 3683 6355 psi
Shearing Strength 1551 psi
Stiffness 1075 1248 1000 psi
Toughness 130 inch-lbs
Work to Maximum Load 7 8 inch-lbs/in3
Specific Gravity 0.5
Weight 33 32 lbs/ft3
Radial Shrinkage 3 %
Tangential Shrinkage 7 %

Density (dry weight) = 31-37 lbs/cu. ft. 0
Bending strength (MOR) = low
Modulus of Elasticity (stiffness) = very low
Max. crushing strength = medium
Density (dry weight) = 38-45 lbs/cu. ft.
Shearing strength (parallel to grain) = low
Toughness-Hammer drop (Impact Strength) = low
Shrinkage, Tangential = small
Shrinkage, Tangential = moderate
Shrinkage, Radial = moderate
Toughness-Hammer drop (Impact Strength) = very low
Toughness (total work) = very low
Toughness (total work) = low
Shrinkage, Radial = very small
Shrinkage, Radial = small
Shearing strength (parallel to grain) = medium
Max. crushing strength = low
Crushing strength = medium
Strength properties of Sweet chestnut are about half-way between those of Obeche (Triplochiton scleroxylon) and European beech (Fagus). Material has low resistance to to shock loads

Armstrong, F.H.,1960,The Strength Properties of Timber,Forest Products Research Laboratory, London Bulletin,No.45British Woodworking Federation. 1995. Which Wood . Published by the British Woodworking Federation, Broadway House, Tothill Street, London.Brown, W.H.,1978,Timbers of the World, No. 6 Europe,TRADA, Red Booklet SeriesClifford, N.,1953,Commercial Hardwoods - Their Characteristics Identification and,Utilization,Sir Isaac Pitman & Sons Ltd. LondonClifford, N.,1957,Timber Identification for the Builder and Architect,Leonard Hill (Books) LTD. LondonFarmer, R.H.,1972,Handbook of Hardwoods,HMSOFindlay, W.P.K.,1975,Timber: Properties and Uses,Crosby Lockwood Staples London,224PPForest Products Research Laboratory, U.K.,1937,A Handbook of Home-Grown Timbers,HMSOForest Products Research Laboratory, U.K.,1969,The Movement of Timbers,Forest Products Research Laboratory, Princes Risborough Technical Note,No.38Forests Products Research Laboratory, U.K.,1956,A Handbook of Hardwoods,Forest Products Research Laboratory, Princes Risborough, Department of,Science and Industrial Research, Building Research EstablishmentHMSO. 1981. Handbook of Hardwoods, 2nd Edition. Revised by R.H. Farmer. Department of the Environment, Building Research Establishment, Princes Risborough Laboratory, Princes Risborough, Aylesbury, Buckinghamshire.HMSO. 1985. Broadleaves. Forestry Commission Booklet No. 20. Text by H.E. Edlin. Revised by A.F. Mitchell. Forestry Commission, Her Majesty's Stationery Office, London.I.U.F.R.O.,1973,Veneer Species of the World,Assembled at F.P.L. Madison on behalf of I.U.F.R.O. Working Party on,Slicing and Veneer CuttingJackson, A. and D. Day. 1992. Good Wood Handbook - The Wood worker's Guide to Identifying, Selecting and Using the Right Wood. HarperCollins Publishers, London.Laidlaw, W.B.R.1960. Guide to British Hardwoods.Published by Leonard Hill [Books] Limited, 9 Eden Street, N.W.1, London.Lavers, G.M. 1969. The Strength Properties of Timbers. Forest Products Research Bulletin, No. 50 (Second Edition, Metric Units). Ministry of Technology, Her Majesty's Stationery Office, London.Lavers, G.M.,1983,The Strength Properties of Timber (3rd ed. revised Moore G.L.,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Report (formerly Bulletin No.50)Lincoln, W.A. 1986. World Woods in Color. Linden Publishing Co. Inc. Fresno, CaliforniaLincoln, W.A. 1986. World Woods in Color. Linden Publishing Co. Inc. Fresno, California. (Specific gravity data).Nairn, P.M., Editor. 1936. Wood Specimens - 100 Reproductions in Color -A Series of Selected Timbers Reproduced in Natural Color with Introduction and Annotations by H.A. Cox. The Nema Press, Proprietors of Wood, London.Patterson, D. 1988. Commercial Timbers of the World. Fifth Edition. Gower Technical Press, Aldershot, UK. ix + 339 pp.Patterson, D.,1988,Commercial Timbers of the World, 5th Edition,Gower Technical PressRamesh, Rao K., Juneja, K.B.S.,1971,Field Identification of Fifty Important timbers of India,Dehra Dun IndiaRedding, L.W.,1971,Resistance of Timbers to Impregnation with Creosote,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Bulletin No.54 pp.43Rendle, B.J.,1969,World Timbers (3 Vols.,Ernest Benn Ltd. LondonRijsdijk, L.F. and Laming, P.B.,1994,Physical and Related Properties of 145 Timbers, Information for,Practice,TNO Building and Construction Research Centre for Timber Research Kluwer,Academic PublishersScott, M.H.,1935,Weights of South African Growth Timbers,South African Department of Agriculture and Forestry Bulletin,No.145,Forest Products Institute, Forestry Series No.1Smith, D.N.,1959,The Natural Durability of Timber,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Record,No.30T.R.A.D.A.,1942,Home-grown timber trees - their characteristics, cultivation and Uses,TRADATimber Development Association Ltd.,1955,World Timbers (3 Vols.,Timber Development Association Ltd.Titmuss, F.H. 1965. Commercial Timbers of the World. Third Edition (Enlarged of A Concise Encyclopedia of World Timbers). The Technical Press Ltd., London.Titmuss, F.H.,1965,Commercial Timbers of the World,Technical Press Ltd., London, 3rd edition
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