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Found 758 Results matching your criteria

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Title Publication Publish Year
Characterization of Southern Pine Barks
This paper reviews the present status of the properties and structure of southern pine barks. Bark structure is summarized through light- and electron-microscopic photographs. Bark density, moisture relations, thermal and […]
Forest Products Journal 1969
Characterization of the Strength of Juvenile Wood of Loblolly Pine (Pinus Taeda L.)
The specific gravity, flexural properties, and longitudinal shrinkage of juvenile wood, i.e., wood from within about 10 growth rings of the pith, and of mature wood were determined from a […]
Forest Products Journal 1971
Circular Saw Stiffness as a Measure of Tension
The tensioning of circular saw blades is the most common method of increasing their stability. Tensioning induces favorable residual stresses, which increase the saw stiffness in specific bending modes. It […]
Forest Products Journal 1977
Column Strength of Parallel Laminated Veneer and Plywood
Parallel laminated wood veneers (PLV) are now being glued into structural boards, plants, and studs. Compressive and buckling strength tests have shown that plywood is about half as strong, in […]
Forest Products Journal 1978
Commentary on Structural Particleboard and Structural Reliability
Structural reliability applies probability and statistical analysis to the solution of structural engineering problems, particularly in calculating the probability of failure of a structure over a particular length of time. […]
Forest Products Journal 1976
Commercial Development of Composite Plywood
Commercial manufacture of composite plywood, primarily for sheathing end-uses, will be initiated. Product and process development encompassing laboratory evaluations, creation and use of a pilot plant, and large-scale trial marketing […]
Forest Products Journal 1975
Comparative Properties of Douglas-Fir Boards Made from Parallel-Laminated Veneers vs. Solid Wood
Static bending and cleavage resistance of nominal 1-by 6-inch boards made from five and seven parallel plies of rotary-cut Douglas-fir veneer compared favorably with that of clear, vertical-grain, solid-sawn Douglas-fir […]
Forest Products Journal 1973
Comparison of grade, yield, and mechanical properties of lumber produced from young fast-grown and older slow-grown planted slash pine
Twenty-five 20-year-old, fast-grown slash pine test trees and twenty-five 50-year-old slash pine control trees of similar diameter at breast height were processed through the Temple-Inland Forest Products Co. (formerly Temple […]
Forest Products Journal 1990
Comparison of Kiln Schedules for Drying Spruce
Eighteen charges of nominal 2-inch spruce [Picea glauca (Moench) Voss and Picea engelmannii Parry] from the British Columbia Interior were dried using six temperature-classification schedules: conventional, low-high, low-variable high, constant […]
Forest Products Journal 1973
Comparison of Mechanical Properties of Non-Load-Bearing Panels in Walls
The mechanical barrier function of non-load-bearing panels or partitions is analysed as a basis for a comparison of panels. A certain mechanical solidity and rigidity, expressed as bending stiffness, is […]
Forest Products Journal 1974
Comparison of Moisture Content Distribution, Stress Distribution, and Shrinkage of Red Oak Lumber Dried By a Radio-Frequency/Vacuum Drying Process and a Conventional Kiln
End-matched samples of 8/4 red oak, 8 feet long, were dried in a radio-frequency/vacuum (RFV) kiln and a conventional kiln to compare the moisture content distribution, stress distribution, and shrinkage […]
Forest Products Journal 1984
Comparison of Results from Standard 2-Inch with 1-1/2-Inch Shear Block Tests
Radial and tangential shear and shear at 45? to the annual rings of southern pine were evaluated using the standard 2- by 2-inch shear block and experimental 2- by 1-1/2-inch […]
Forest Products Journal 1978
Comparison of Standard Block Shear Test with the Panel Shear Test
The ASTM standard shear test for small, clear specimens of wood, developed about 1910, does not subject the specimen to uniformly distributed pure shear. This inadequacy applies in the elastic […]
Forest Products Journal 1957
Comparison of the Properties of Heat and Radiation Cured Wood-Polymer Combinations
Comparisons were made between certain physical and mechanical properties of Betula lutea Michx. f. polymerized with methyl methacrylate “in-situ” by gamma irradiation and by heat. Betula lutea was used because […]
Forest Products Journal 1966
Component Variables on Properties of Particleboard for Exterior Use
This study of exterior-type particleboard was designed to evaluate the influence of the major component variables and end-use properties. A “standard” 40 lb./cu.ft. Douglas-fir flakeboard was manufactured, containing 6 percent […]
Forest Products Journal 1966
Composites from oak: The product design process
Hardwood Symposium Proceedings 1979
Compreg-Resin-Treated Densified Wood
Compreg is a phenol-formaldehyde impregnated wood veneer laminate compressed under heat and pressure to a density of 1.35. It combines the properties of wood and plastic, being more stable than […]
Forest Products Journal 1949
Compression Perpendicular to the Grain in Dry Douglas-Fir and Hem-Fir
Compression perpendicular to the grain (C-Perp) Was studied in five grades of Douglas-fir and three grades of hem-fir laminating lumber randomly selected from four states. Tests of small and large […]
Forest Products Journal 1983
Compression Shear Test for Determination of Internal Bond Strength in Particleboard
A compression shear test is described in which a particle board test specimen is incorporated into a column so that the center plane of the specimen is oriented at 45? […]
Forest Products Journal 1977
Compression Strength Adjustments for Moisture in Commercial Douglas-Fir Plywood
The Madison formula for adjusting values for compression stress in commercial plywood consistently overestimates the reduction in strength from low to high moisture contents. This is not surprising since the […]
Forest Products Journal 1975
Compression-Bending Strength and Stiffness of Walls with Utility Grade Studs
Four wood-stud walls were constructed with Utility grade Engelmann spruce studs, according to minimum specifications of the Federal Housing Administration, and tested to destruction under combined vertical and horizontal loads. […]
Forest Products Journal 1976
Compressive Strength of Cylindrical Samples as An Indicator of Wood-Cement Compatibility
Compatibility of wood-cement mixtures proposed by early studies was expressed as an inhibitory index, which was derived from hydration temperature and/or hydration time. Sometimes this index does not reflect the […]
Forest Products Journal 1986
Compressive Strength of One- and Two-Ply Laminated Timbers
Two-ply laminated timbers were significantly stronger than single-ply lumber in both average and near-minimum compressive strength. Average stiffnesses of one- and two-ply timbers were essentially equal. Results suggest that present […]
Forest Products Journal 1981
Computer Simulation of Laminated Wood Panel Warping
The warping of laminated panels in response to moisture content changes is simulated by a computer model based on the assumption that the laminas respond elastically to the developing forces. […]
Forest Products Journal 1986
Computer-Assisted Experimental Design in Forest Products Research: A Case Study Based on Testing the Duration-Of-Load Effect
Although the structure of an experiment will be determined largely by its physical nature, statistical considerations are necessary for determining the level of replication required for definitive results to be […]
Forest Products Journal 1977

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