american yellow poplar wood

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  • 8/10/2019 American Yellow Poplar Wood

    1/3

    22/12/2014 American Yellow Poplar Wood

    http://www.matweb.com/search/DataSheet.aspx?MatGUID=103514e0d4cb4373925dc4c2cf5d645b

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    poplar

    American Yellow Poplar Wood

    Categories: Wood and Natural Products; Wood; Hardwood

    Material

    Notes:

    Hardwood. Easy to work with hand tools. Data is based on small, clear, air-dried samples unless specified.

    Usual surface texture: Fine/medium

    Dimensional changes when dried lumber issubjected to variations in humidity during service: Large

    Resistance to fungal decay (Heartwood in ground contact): Perishable (Under 5 years), Non-durable (5 to 10

    years)

    Resistance to penetration by preservatives: Extremely resistant

    Common Applications:Pallet blocks, box boards, turnery. Wood wool

    Property values marked by an asterisk (*)have been taken from an unusually old reference source.

    Key Words: Populus spp.; Lumber, Timber

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    Printer f riendly version Download as PDF Dow nload to Excel (requires Excel and Windows)

    Export data to your CAD/FEA program Add to F older: My Folder 0/3

    Physical Properties Metric English Comments

    Density 0.380 g/cc 0.0137 lb/in Oven Dry Weight/Unseasoned Volume

    0.609 g/cc 0.0220 lb/in Unseasoned*

    Cell Length 1.90 mm 0.0748 in Mature Wood

    Mechanical Properties Metric English Comments

    Hardness, Wood Indentation 1500 N 337 lb (f) Side. Force required to imbed a 0.444 inch stee

    ball to one-half its diameter*

    1900 N 427 lb (f) End. Forcerequired to imbed a 0.444 inch stee

    ball to one-half its diameter*

    2400 N 540 lb (f) Side

    Tensile Strength, Ultimate 3.17 MPa 460 psi Perpendicular to Grain*

    3.70 MPa 537 psi Perpendicular to Grain 155 MPa 22500 psi Axia

    Modulus of Rupture 0.0386 GPa 5.60 ksi Static Bending*

    0.0700 GPa 10.2 ksi In Bending

    Flexural Yield Strength 22.1 MPa 3200 ps i Fiber Stress at Elastic Limit ; Stat ic Bending*

    42.1 MPa 6110 psi Bending stress at proportional limit

    Flexural Modulus 8.34 GPa 1210 ksi Static Bending*

    10.9 - 11.0 GPa 1580 - 1600 ksi In Bending

    Compressive Yield Strength 2.14 MPa 310 psi Perpendicular to Grain*

    3.90 MPa 566 psi Perpendicular to Grain

    13.8 MPa 2000 psi Parallel to Grain*

    http://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=566http://www.matweb.com/tools/unitconverter.aspx?fromID=45&fromValue=10.9http://www.matweb.com/tools/unitconverter.aspx?fromID=45&fromValue=11.0http://www.matweb.com/tools/unitconverter.aspx?fromID=45&fromValue=11.0http://www.matweb.com/tools/unitconverter.aspx?fromID=78&fromValue=1580http://www.matweb.com/tools/unitconverter.aspx?fromID=78&fromValue=1600http://www.matweb.com/tools/unitconverter.aspx?fromID=78&fromValue=1600http://www.matweb.com/tools/unitconverter.aspx?fromID=219&fromValue=1500http://www.matweb.com/tools/unitconverter.aspx?fromID=219&fromValue=1500http://www.matweb.com/tools/unitconverter.aspx?fromID=219&fromValue=1500http://www.matweb.com/tools/unitconverter.aspx?fromID=220&fromValue=337http://www.matweb.com/tools/unitconverter.aspx?fromID=43&fromValue=0.380http://www.matweb.com/tools/unitconverter.aspx?fromID=87&fromValue=0.0137http://www.matweb.com/help/fea_export.aspxhttp://www.matweb.com/search/datasheet_PDF.aspx?MatGUID=103514e0d4cb4373925dc4c2cf5d645bhttp://www.matweb.com/search/CreateIQY.aspx?matguid=103514e0d4cb4373925dc4c2cf5d645bhttp://www.matweb.com/services/advertising.aspxhttp://www.matweb.com/Search/MaterialGroupSearch.aspx?GroupID=277http://www.matweb.com/clickthrough.aspx?addataid=1591http://www.matweb.com/clickthrough.aspx?addataid=1591http://www.matweb.com/clickthrough.aspx?addataid=1591http://www.matweb.com/tools/tools.aspxhttp://www.matweb.com/folders/ListFolders.aspxhttp://www.matweb.com/services/services.aspxhttp://www.matweb.com/reference/faq.aspxhttp://www.matweb.com/membership/myaccount.aspxhttp://www.matweb.com/index.aspxhttp://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=2000http://www.matweb.com/tools/unitconverter.aspx?fromID=108&fromValue=13.8http://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=566http://www.matweb.com/tools/unitconverter.aspx?fromID=108&fromValue=3.90http://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=310http://www.matweb.com/tools/unitconverter.aspx?fromID=108&fromValue=2.14http://www.matweb.com/tools/unitconverter.aspx?fromID=78&fromValue=1600http://www.matweb.com/tools/unitconverter.aspx?fromID=78&fromValue=1580http://www.matweb.com/tools/unitconverter.aspx?fromID=45&fromValue=11.0http://www.matweb.com/tools/unitconverter.aspx?fromID=45&fromValue=10.9http://www.matweb.com/tools/unitconverter.aspx?fromID=78&fromValue=1210http://www.matweb.com/tools/unitconverter.aspx?fromID=45&fromValue=8.34http://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=6110http://www.matweb.com/tools/unitconverter.aspx?fromID=108&fromValue=42.1http://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=3200http://www.matweb.com/tools/unitconverter.aspx?fromID=108&fromValue=22.1http://www.matweb.com/tools/unitconverter.aspx?fromID=78&fromValue=10.2http://www.matweb.com/tools/unitconverter.aspx?fromID=45&fromValue=0.0700http://www.matweb.com/tools/unitconverter.aspx?fromID=78&fromValue=5.60http://www.matweb.com/tools/unitconverter.aspx?fromID=45&fromValue=0.0386http://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=22500http://www.matweb.com/tools/unitconverter.aspx?fromID=108&fromValue=155http://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=537http://www.matweb.com/tools/unitconverter.aspx?fromID=108&fromValue=3.70http://www.matweb.com/tools/unitconverter.aspx?fromID=123&fromValue=460http://www.matweb.com/tools/unitconverter.aspx?fromID=108&fromValue=3.17http://www.matweb.com/tools/unitconverter.aspx?fromID=220&fromValue=540http://www.matweb.com/tools/unitconverter.aspx?fromID=219&fromValue=2400http://www.matweb.com/tools/unitconverter.aspx?fromID=220&fromValue=427http://www.matweb.com/tools/unitconverter.aspx?fromID=219&fromValue=1900http://www.matweb.com/tools/unitconverter.aspx?fromID=220&fromValue=337http://www.matweb.com/tools/unitconverter.aspx?fromID=219&fromValue=1500http://www.matweb.com/tools/unitconverter.aspx?fromID=52&fromValue=0.0748http://www.matweb.com/tools/unitconverter.aspx?fromID=104&fromValue=1.90http://www.matweb.com/tools/unitconverter.aspx?fromID=87&fromValue=0.0220http://www.matweb.com/tools/unitconverter.aspx?fromID=43&fromValue=0.609http://www.matweb.com/tools/unitconverter.aspx?fromID=87&fromValue=0.0137http://www.matweb.com/tools/unitconverter.aspx?fromID=43&fromValue=0.380http://www.matweb.com/help/fea_export.aspxhttp://www.matweb.com/search/CreateIQY.aspx?matguid=103514e0d4cb4373925dc4c2cf5d645bhttp://www.matweb.com/search/datasheet_PDF.aspx?MatGUID=103514e0d4cb4373925dc4c2cf5d645bhttp://www.matweb.com/services/advertising.aspxhttp://www.matweb.com/Search/MaterialGroupSearch.aspx?GroupID=280http://www.matweb.com/Search/MaterialGroupSearch.aspx?GroupID=278http://www.matweb.com/Search/MaterialGroupSearch.aspx?GroupID=277http://www.matweb.com/clickthrough.aspx?addataid=1591http://www.matweb.com/search/SearchManufacturerName.aspxhttp://www.matweb.com/search/SearchTradeName.asp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  • 8/10/2019 American Yellow Poplar Wood

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    22/12/2014 American Yellow Poplar Wood

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    17.6 MPa 2550 psi Max Crushing Strength Parallel to Grain*

    37.9 - 38.0 MPa 5500 - 5510 psi Parallel to Grain

    Poissons Ratio 0.019 0.019 TL, 12% Moisture Content

    0.030 0.030 RL, 12% Moisture Content

    0.318 0.318 LR, 12% Moisture Content

    0.329 0.329 TR, 12% Moisture Content

    0.392 0.392 LT, 12% Moisture Content

    0.703 0.703 RT, 12% Moisture Content

    Machinability 50 % 50 % Medium Relative to Other Wood

    Shear Strength 5.45 MPa 790 psi Parallel to Grain*

    8.20 MPa 1190 psi Orientation Unknown

    Impact 2.6 2.6 in-lb/in; Work to Elastic Limit; Unseasoned

    Sample; Impact Bending*

    8000 8000 psi; Fiber Stress at Elastic Limit; Unseasoned

    Sample; Impact Bending*

    Work to Elastic Limit 0.00331 J/cm 0.480 in-lb/in Static Bending*

    Work to Maximum Load 0.0386 J/cm 5.60 in-lb/in Static Bending*

    Toughness 23.8 J 17.6 ft-lb Tangentia

    24.9 J 18.4 ft-lb Radia

    Thermal Properties Metric English Comments

    Shrinkage 4.0 % 4.0 % Radial; Green to Zero Moisture

    7.1 % 7.1 % Tangential; Green to Zero Moisture

    12.3 % 12.3 % Volumetric; Green to Zero Moisture

    Descriptive Properties

    Color Grey, white to pale brown Usual for heartwood

    Referencesfor this datasheet.

    Some of the values displayed above may have been converted from their original units and/or rounded i n order to display the information in a consistent

    format. Users requiring more precise data for scientific or engineering calculations can click on the property value to see the original value as well as rawconversions to equivalent units. We advise that you only use the original value or one of its raw conversions in your calculations to minimize rounding error.

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