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Bangikat poplar
Bangikat poplar (Populus ciliata)

Family: Salicaeae

Common names: Asan, Bagnu, Ban pipal, Bangikat poplar, Chanun, Chelaun, Cottonwood, Dud phras, Falis, Gad pipal, Krammal, Pabe, Palach, Paluch, Phalassu, Phalja, Piplas, Plachh, Poplar, Rikhan, Safeda, Sharphara, Suali

Distributed in: Bhutan, China, India, Nepal (Oceania and S.E. Asia)

Distribution overview: The timber is distributed in the Himalayan region in India, from Kashmir to Bhutan, at elevations of 4000 to 10000 feet (1220 to 3050 m).

Common uses: Baskets, Food containers, Matchboxes, Matches, Turnery

Environment profile: Vulnerable within its natural growth range

Tree size: Trunk diameter is 150-200 cm

Colors: the heart isPurple, Redand the sapwoodWhitish, Yellow.The grain isStraight, the textureUniformand the lusterMedium

Natural durability: Perishable, Susceptible to insect attack

Kiln Drying Rate: Naturally dries quickly

Drying Defects: Resin Exudation, Splitting

Ease of Drying: Reconditioning Treatement

Blunting Effect: Little

Boring: Fairly easy to very easy

Carving: Fairly Easy to Very Easy

Cutting Resistance: Fairly Difficult to Very Difficult to saw

Gluing: Fairly Easy to Very Easy

Mortising: Fairly Easy to Very Easy

Moulding: Poor to Very Poor

Movement in Service: Poor to Very Poor

Planing: Very Good to Excellent

Resistance to Impregnation: Permeable sapwood

Response to hand tools: Responds Readily

Routing recessing: Fairly Easy to Very Easy

Sanding: Very Good to Excellent Results

Veneering qualities: Veneers easily, Veneers moderately easy

Steam bending: Fair to Good Results

Turning: Very Good to Excellent Results

Painting: Fair to Good; Polishing: Poor to Very Poor; Staining: Fairly Difficult to Very Difficult; Varnishing: Fairly Difficult to Very Difficult ;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity 0,35 0,37
Density 432 kg/m3
Bending Strength 323 671 kg/cm2
Crushing Strength 15 31 kg/cm2
Hardness 193 kg
Impact Strength 48 71 cm
Shearing Strength 64 kg/cm2
Stiffness 76 104 1000 kg/cm2
Tangential Shrinkage 10 %
Radial Shrinkage 4 %
Weight 592 416 kg/m3
Maximum Load 0,28 0,63 cm-kg/cm3
Toughness cm-kg
Static Bending 159 397 kg/cm2
Item Green Dry English
Bending Strength 4596 9555 psi
Crushing Strength 216 451 psi
Density 27 lbs/ft3
Hardness 426 lbs
Impact Strength 19 28 inches
Maximum Crushing Strength 2029 5145 psi
Shearing Strength 916 psi
Static Bending 2274 5655 psi
Stiffness 1083 1492 1000 psi
Work to Maximum Load 4 9 inch-lbs/in3
Specific Gravity 0.35 0.37
Weight 37 26 lbs/ft3
Radial Shrinkage 4 %
Tangential Shrinkage 10 %
Volumetric Shrinkage 15 %

Weight = moderate
Low resistance to denting and marring
Hardness (side grain) = soft
Density = medium
Compression strength (parallel to grain) = low
Bending strength (MOR) = medium

Limaye, V.D.1954. Grouping of Indian Timbers and their Properties, Uses and Suitability. Indian Forest Records, New Series. Timber Mechanics, Vol. 1, No. 2, Forest Research Institute, Dehra Dun, India.Limaye, V.D. and B.R. Sen. 1953. Weights and Specific Gravities of Indian Woods. Indian Forest Records, New Series. Timber Mechanics, Vol. 1, No. 4, Forest Research Institute, Dehra Dun, India.Rawat, B. S., Rawat, N. S., Sekhar, A. C., Bhatnager, S. S. 1957. Physical and Mechanical Properties of Timbers Tested at the Forest Research Institute, Report XI.Indian Forest Records, Timber Mechanics Branch,Volume 1 No. 12, Dehra Dun, IndiaTroup, R.S. 1909. Indian Woods and Their Uses. The Indian Forest Memoirs, Economic Products Series, Volume 1, No. 1. Superintendent, Government Printing, Calcutta, India.WCMC. 1992. Conservation Status Listing - Trees and Timbers of the World. World Conservation Monitoring Center-Plants Programme, Cambridge, CB3 ODL, United Kingdom.
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