iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
ASTM

ASTM D1037-06a

(Test Method)

Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials

Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials

SIGNIFICANCE AND USE
These test methods cover small-specimen tests for wood-base fiber and particle panel materials that are made to provide:
Data for comparing the mechanical and physical properties of various materials,
Data for determining the influence on the basic properties of such factors as raw material and processing variables, post-treatments of panels, and environmental influences, and
Data for manufacturing control, product research and development, and specification acceptance.
Not all the tests outlined in these test methods may be necessary to evaluate any particular panel for any specified use. In each instance, therefore, it will be necessary to determine which tests shall be made.
SCOPE
1.1 Part A-General Test Methods for Evaluating the Basic Properties of Wood-Base Fiber and Particle Panel Materials These test methods cover the determination of the properties of wood-base fiber and particle panel materials that are produced as mat-formed panels such as particleboard, medium-density fiberboard and hardboard. Some of the test methods are applicable to other panel products such as oriented strand board. The test methods are as follows:
1.3 There are accepted basic test procedures for various fundamental properties of materials that may be used without modification for evaluating certain properties of wood-based fiber and particle panel materials. These test methods are included elsewhere in the Annual Book of ASTM Standards. The pertinent ones are listed in . A few of the test methods referenced are for construction where the wood-base materials often are used.
1.4 The values stated in inch-pound units are to be regarded as the standard. The SI equivalents are approximate in many cases. 1 in. = 25.4 mm, 1 lbf = 4.45 N.
This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
14-Oct-2006
ICS
79.040 - Wood, sawlogs and sawn timber
Technical Committee
D07 - Wood
Drafting Committee
D07.03 - Panel Products
Current Stage
Ref Project

Relations

Replaces
ASTM D1037-06 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
Effective Date
15-Oct-2006
Referred By
ASTM D2394-17(2022) - Standard Test Methods for Simulated Service Testing of Wood and Wood-Based Finish Flooring
Effective Date
15-Oct-2006
Referred By
ASTM D545-19 - Standard Test Methods for Preformed Expansion Joint Fillers for Concrete Construction (Nonextruding and Resilient Types)
Effective Date
15-Oct-2006
Referred By
ASTM C209-20 - Standard Test Methods for Cellulosic Fiber Insulating Board
Effective Date
15-Oct-2006
Referred By
ASTM D2719-19 - Standard Test Methods for Wood Structural Panels in Shear Through-the-Thickness
Effective Date
15-Oct-2006
Referred By
ASTM C1278/C1278M-17 - Standard Specification for Fiber-Reinforced Gypsum Panel
Effective Date
15-Oct-2006
Referred By
ASTM D8391-22e1 - Standard Specification for Demonstrating Equivalent Fire Performance for Wood-Based Floor Framing Members to Unprotected 2 by 10 Dimension Lumber or Equal-Sized Structural Composite Lumber
Effective Date
15-Oct-2006
Referred By
ASTM D6815-22a - Standard Specification for Evaluation of Duration of Load and Creep Effects of Wood and Wood-Based Products
Effective Date
15-Oct-2006
Referred By
ASTM C208-22 - Standard Specification for Cellulosic Fiber Insulating Board
Effective Date
15-Oct-2006
Referred By
ASTM D7031-11(2019) - Standard Guide for Evaluating Mechanical and Physical Properties of Wood-Plastic Composite Products
Effective Date
15-Oct-2006
Referred By
ASTM C1705/C1705M-09(2023) - Standard Specification for Structural Cementitious Panels
Effective Date
15-Oct-2006
Referred By
ASTM D7032-21 - Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite and Plastic Lumber Deck Boards, Stair Treads, Guards, and Handrails
Effective Date
15-Oct-2006
Referred By
ASTM D7672-19 - Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies
Effective Date
15-Oct-2006
Referred By
ASTM D5457-23 - Standard Specification for Computing Reference Resistance of Wood-Based Materials and Structural Connections for Load and Resistance Factor Design
Effective Date
15-Oct-2006
Referred By
ASTM D2126-20 - Standard Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging
Effective Date
15-Oct-2006

Buy Standard

ASTM D1037-06a - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel MaterialsASTM D1037-06a - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
PreviousNext
Standard
ASTM D1037-06a - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
English language
30 pages
sale 15% off
Preview
sale 15% off
Preview

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: D1037 – 06a
Standard Test Methods for
Evaluating Properties of Wood-Base Fiber and Particle
1
Panel Materials
This standard is issued under the fixed designation D1037; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
INTRODUCTION
The test methods presented herein have been developed and are presented to serve two distinct
purposes. They are divided into two parts.
Part A. General Test Methods for Evaluating the Basic Properties of Wood-Base Fiber and Particle
Panel Materials—Part A is for use in obtaining basic properties suitable for comparison studies with
other materials of construction. These refined test methods are applicable for this purpose to all
materials covered by Definitions D1554.
Part B. Acceptance and Specification Test Methods for Hardboard—Part B is for specific use in
specifications for procurement and acceptance testing of hardboard. These test methods are generally
employed for those purposes in the industry. By confining their intended use as indicated, it has been
possible to achieve adequate precision of results combined with economy and speed in testing, which
are desirable for specification use.
The choice between a particular test method and its alternative should be made with a full
understandingoftheintendedpurposeofeach,becausevaluesobtainedfromtestsmay,insomecases,
differ. Of the test methods presented in both parts, some have been in generally accepted use for many
years, some are modifications and refinements of previously developed test methods, and some are
more recent developments. Where test methods are suitable for more than one of the purposes, they
are delineated in Part A, but not repeated in Part B. It is the intent that reference to the appropriate
section of the test method shall suffice in specifications developed for the different materials.
1. Scope
Section
Tension Parallel to Surface 10
1.1 Part A—General Test Methods for Evaluating the Basic
Tension Perpendicular to Surface 11
Properties of Wood-Base Fiber and Particle Panel Materials.
Compression Parallel to Surface 12
Fastener Holding Tests:
These test methods cover the determination of the properties of
Lateral Nail Resistance 13
wood-base fiber and particle panel materials that are produced
Nail Withdrawal 14
as mat-formed panels such as particleboard, medium-density Nail-Head Pull-Through 15
Direct Screw Withdrawal 16
fiberboard, hardboard, and oriented strand board.
Hardness 17
Section
Hardness Modulus 18
Significance and Use 3
Shear in the Plane of the Panel 19
Apparatus 4
Glue-Line Shear (Block Type) 20
Test Specimens 5
Falling Ball Impact 21
Moisture Content and Conditioning Requirements 6
Abrasion Resistance by the U.S. Navy Wear Tester 22
Accelerated Aging 7
Moisture Tests:
Size, Physical Properties and Appearance of Panels 8
Water Absorption and Thickness Swelling 23
Static Bending 9
Linear Expansion with Change in Moisture Content 24
Cupping and Twisting 25
Interlaminar Shear 26
Edgewise Shear 27
1 Compression-Shear 28
These test methods are under the jurisdiction of ASTM Committee D07 on
Wood and are the direct responsibility of Subcommittee D07.03 on Panel Products.
1.2 Part B—Acceptance and Specification Test Methods for
Current edition approved Oct. 15, 2006. Published November 2006. Originally
Hardboard.The methods for Part B provide test procedures for
approved in 1949. Last previous edition approved in 2006 as D1037 – 06. DOI:
10.1520/D1037-06A. measuring the following properties of hardboard:
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D1037 – 06a
TABLE 1 Basic Test Procedures for Evaluating Properties of
Section
Wood Base-Fiber and Particle Panel Materials
Thickness 32
Modulus of Rupture 33
ASTM
Test Methods for
Tension Strength Parallel to Surface 34
Designation
Tension Strength Perpendicular to Surface 35
C177 Steady-State Heat-Flux Measurements and Thermal Transmission
Water Absorption and Thickness Swelling 36
A
Properties by Means of the Guarded-Hot-Plate Apparatus
Moisture Content and Specific Gravity 37
A
C209 Cellulosic Fiber Insulating Board
1.3 There are accepted basic test procedures for various C236 Steady-State Thermal Performance of Building Assemblies by
A
Means of the Guarded Hot Box
fundamental properties of materials that may be used without
C384 Impedance and Absorption of Acoustical Materials by the Imped-
modification for evaluating certain propertie
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

ASTM
ASTM D4445-23(Test Method)
Standard Test Method for Fungicides for Controlling Sapstain and Mold on Unseasoned Lumber (Laboratory Method)

SIGNIFICANCE AND USE
5.1 This test method is useful as a screening procedure for selecting fungicides or formulations for more rigorous field evaluation.
SCOPE
1.1 This (laboratory) test method is used for determining the minimum concentration of fungicide, or formulation of fungicides, that is effective in preventing biodeterioration by sapstain fungi and molds in selected species of wood under optimum laboratory conditions.  
Note 1: From the results of this test, commercial treating solution concentrations cannot be estimated without further field tests.  
1.2 The requirements for test materials and procedures are discussed in the following order:    
Section  
Summary of Test Method  
4  
Apparatus  
6  
Reagents  
7  
Wood  
8  
Test Fungi  
9  
Culture Media  
10  
Preparation of Inoculum  
11  
Preparation of Test Chambers  
12  
Treatment of Samples  
13  
Inoculation and Incubation  
14  
Evaluation of the Test  
15  
Report  
16  
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    5 pages
    English language
    sale 15% off
  • Standard
    5 pages
    English language
    sale 15% off
ASTM
ASTM D5536-17(2023)(Practice)
Standard Practice for Sampling Forest Trees for Determination of Clear Wood Properties

SIGNIFICANCE AND USE
4.1 This practice covers procedures of sampling for obtaining small, clear wood specimens which, when tested in accordance with Test Methods D143 and, in conjunction with full-size product tests, will provide mechanical properties for use in deriving design properties for lumber, panels, poles, house logs, and other products.  
4.2 Data obtained by testing specimens sampled in accordance with these methods also provide information on the influence on mechanical properties of such factors as density, locality of growth, position in cross section, height in the tree, and moisture content.  
4.3 Cruciform sampling is of principal value when information is desired on the influence on mechanical properties of height in the tree; of age or radial position in the tree; of rate of growth; the change from sapwood to heartwood; the relationships between mechanical properties and factors such as specific gravity; and making general comparisons between species for purposes of rating or selecting species for specific end-use products. Cruciform sampling does not provide unbiased estimates of mean values, percentile or other descriptive statistics, or a means of associating statistical confidence with estimates of descriptive statistics.  
4.4 Double sampling is used when it is desired to improve or update existing estimates of mechanical property values that are the basis for establishing allowable design stresses for stress-graded lumber, plywood, poles and piling, and other wood products. The method involves predicting one property by carefully observing a well-correlated auxiliary property that is presumably easier or cheaper to measure. A sample estimate of the auxiliary property is obtained with a high degree of precision by representatively sampling the population. A smaller independent sample or a subsample of the large sample is used to establish a relationship between the auxiliary property and the property for which an estimate is desired. As applied to sampling a f...
SCOPE
1.1 This practice offers two alternative physical sampling procedures: cruciform sampling and random sampling. The choice of procedure will depend upon the intended use for the test results, the resources available for sampling and testing, and the availability of existing data on the mechanical properties and specific gravity of the species of interest.  
1.2 A third procedure, double sampling, is included primarily by reference. This procedure applies the results of cruciform or random samples through correlation to improve or update property values.  
1.3 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    10 pages
    English language
    sale 15% off
ASTM
ASTM E69-22(Test Method)
Standard Test Method for Combustible Properties of Treated Wood by the Fire-Tube Apparatus

SIGNIFICANCE AND USE
4.1 The purpose of this test method is to provide a relative measurement of the combustibility of fire-retardant-treated wood specimens based on their percentage loss in weight under controlled fire exposure conditions (1).3 In addition, other possible data include rate of weight loss, time of flaming and afterglowing, increase in temperature, and maximum vertical flame progress.  
4.2 This test method is not sufficiently large scale to evaluate the suitability of a given treated product for building construction, but it is a convenient method to use for purposes of development or as a quality-control test during manufacture.  
4.3 This test method gives a procedure for sampling and preparation of test specimens from a lot of treated material in which complete penetration is a requirement. A procedure is also given for the sampling of charges at a treating plant for purposes of quality control of the treatment process.  
4.4 This test method has proven useful for evaluating comparative fire performance effectiveness of fire-retardant chemicals and treatment formulations for wood and wood products (2-5).  
4.5 In this test method, the specimens are subjected to one or more specific sets of laboratory test conditions. If different test conditions are substituted or the anticipated end-use conditions are changed, it is possible that this test method will not predict changes in the fire-test-response characteristics measured. Therefore, the results are valid only for the fire test exposure conditions described in this procedure.
SCOPE
1.1 This test method covers fire-tube test procedures for fire tests for combustible properties of wood treated to reduce flammability. This test method relates to properties of treated wood, as such, rather than to the performance of a fabrication used as an element of construction. Performance under this test method shall be as prescribed in requirements applicable to materials intended for specific uses.  
1.2 This test method is a fire-test-response standard.  
1.3 The SI values given in parentheses are provided for information purposes only.  
1.4 This standard is used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions, but does not by itself incorporate all factors required for fire hazard or fire risk assessment of the materials, products, or assemblies under actual fire conditions.  
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 Fire testing is inherently hazardous. Adequate safeguards for personnel and property shall be employed in conducting these tests.  
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    5 pages
    English language
    sale 15% off
  • Standard
    5 pages
    English language
    sale 15% off
ASTM
ASTM D198-22a(Test Method)
Standard Test Methods of Static Tests of Lumber in Structural Sizes

SIGNIFICANCE AND USE
6.1 The flexural properties established by this test method provide:  
6.1.1 Data for use in development of grading rules and specifications;  
6.1.2 Data for use in development of design values for structural members;  
6.1.3 Data on the influence of imperfections on mechanical properties of structural members;  
6.1.4 Data on strength properties of different species or grades in various structural sizes;  
6.1.5 Data for use in checking existing equations or hypotheses relating to the structural behavior;  
6.1.6 Data on the effects of chemical or environmental conditions on mechanical properties;  
6.1.7 Data on effects of fabrication variables such as depth, taper, notches, or type of end joint in laminations; and  
6.1.8 Data on relationships between mechanical and physical properties.  
6.2 Procedures are described here in sufficient detail to permit duplication in different laboratories so that comparisons of results from different sources will be valid. Where special circumstances require deviation from some details of these procedures, these deviations shall be carefully described in the report (see Section 11).
SCOPE
1.1 These test methods cover the evaluation of lumber and wood-based products in structural sizes by various testing procedures.  
1.2 The test methods appear in the following order:    
Sections    
Flexure  
4 – 11  
Compression (Short Specimen)  
13 – 20  
Compression (Long Specimen)  
21 – 28  
Tension  
29 – 36  
Torsion  
37 – 44  
Shear Modulus  
45 – 52  
1.3 Notations and symbols relating to the various testing procedures are given in Appendix X1.  
1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    29 pages
    English language
    sale 15% off
  • Standard
    29 pages
    English language
    sale 15% off
ASTM
ASTM D3200-74(2022)(Specification)
Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles

SCOPE
1.1 This specification covers the physical characteristics of round timber construction poles to be used either treated or untreated.  
1.2 This test method covers basic principles for establishing recommended design stress values for round timber construction poles that are applicable to the quality described.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Technical specification
    2 pages
    English language
    sale 15% off
ASTM
ASTM D2395-17(2022)(Test Method)
Standard Test Methods for Density and Specific Gravity (Relative Density) of Wood and Wood-Based Materials

SIGNIFICANCE AND USE
5.1 Density and specific gravity are cornerstone terms that help define many useful properties of wood and wood-based materials. These terms designate concepts that have distinct definitions though they relate to the same characteristic (mass in a unit volume). Generally, in the US and Canada, density of wood is measured in terms of specific gravity, or relative density. In the wood-based composites industry and internationally the term density is often preferred.  
5.2 The basic density and basic specific gravity of wood are used in the forestry industry for calculating the oven-dry weight of wood fiber contained in a known wood volume of various wood species. Thus, it serves as an indicator of the amount of wood pulp that could be produced, the workability of the material or its shipping weight. This information is referenced in various resources, including Wood Handbook.5 Note that specific gravity varies within a tree, between trees, and between species. Since the specific gravity of wood cell wall substance is practically constant for all species (approximately 1.53), it is apparent that individual specific gravity value is indicative of the amount of wood cell wall substance present. It affords a rapid and valuable test method for selection of wood for specific uses. In US and Canadian building codes, the oven-dry specific gravity is correlated to various strength characteristics of wood products (for example, compression perpendicular to grain, shear strength and fastener holding capacity).  
5.3 It is often desirable to know the density or specific gravity of a living tree, a structural member already in place, a log cross section, a segment of a research element, or the earlywood or latewood layer. Therefore, it is possible that specimens will be large or small, regular or irregular in shape, and at a variety of moisture contents. These test methods give procedures that include all of these variables and provides for calculation of density and specific gr...
SCOPE
1.1 These test methods cover the determination of the density and specific gravity (relative density) of wood and wood-based materials to generally desired degrees of accuracy and for specimens of different sizes, shapes, and moisture content conditions. The test method title is indicative of the procedures used or the specific area of use.    
Section  
Test Method A—Volume by Measurement  
8  
Test Method B—Volume by Water Immersion  
9  
Test Method C—Flotation Tube  
10  
Test Method D—Forstner Bit  
11  
Test Method E—Increment Core  
12  
Test Method F—Chips  
13  
Test Method G—Full-Size Members  
14  
1.2 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    13 pages
    English language
    sale 15% off
ASTM
ASTM D5124-96(2022)(Practice)
Standard Practice for Testing and Use of a Random Number Generator in Lumber and Wood Products Simulation

SIGNIFICANCE AND USE
4.1 Computer simulation is known to be a very powerful analytical tool for both practitioners and researchers in the area of wood products and their applications in structural engineering. Complex structural systems can be analyzed by computer with the computer generating the system components, given the probability distribution of each component. Frequently the components are single boards for which a compatible set of strength and stiffness properties are needed. However, the entire structural simulation process is dependent upon the adequacy of the standard uniform number generator required to generate random observations from prescribed probability distribution functions.  
4.2 The technological capabilities and wide availability of microcomputers has encouraged their increased use for simulation studies. Tests of random number generators in commonly available microcomputers have disclosed serious deficiencies (1).3 Adequacy may be a function of intended end-use. This practice is concerned with generation of sets of random numbers, as may be required for simulations of large populations of material properties for simulation of complex structures. For more demanding applications, the use of packaged and pretested random number generators is encouraged.
SCOPE
1.1 This practice gives a minimum testing procedure of computer generation routines for the standard uniform distribution. Random observations from the standard uniform distribution, RU, range from zero to one with every value between zero and one having an equal chance of occurrence.  
1.2 The tests described in this practice only support the basic use of random number generators, not their use in complex or extremely precise simulations.  
1.3 Simulation details for the normal, lognormal, 2-parameter Weibull and 3-parameter Weibull probability distributions are presented.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.See specific warning statement in 5.5.3.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    5 pages
    English language
    sale 15% off
ASTM
ASTM D1666-22(Test Method)
Standard Test Methods for Conducting Machining Tests of Wood and Wood-Base Panel Materials

SIGNIFICANCE AND USE
4.1 Machining tests are made to determine the working qualities and characteristics of different species of wood and of different wood-based panel materials under a variety of machine operations such as are encountered in commercial manufacturing practice. The tests provide a systematic basis for comparing the behavior of different products with respect to woodworking machine operations and of evaluating their potential suitability for certain uses where these properties are of prime importance.
SCOPE
1.1 These test methods cover procedures for planing, routing/shaping, turning, mortising, boring, and sanding, all of which are common wood-working operations used in the manufacture of wood products. These tests apply, in different degrees, to two general classes of materials:  
1.1.1 Wood in the form of lumber, and  
1.1.2 Wood-base panel materials such as plywood and wood-base fiber and particle panels.  
1.2 Because of the importance of planing, some of the variables that affect the results of this operation are explored with a view to determining optimum conditions. In most of the other tests, however, it is necessary to limit the work to one set of fairly typical commercial conditions in which all the different woods are treated alike.  
1.3 Several factors enter into any complete appraisal of the machining properties of a given wood or wood-base panel. Quality of finished surface is recommended as the basis for evaluation of machining properties. Rate of dulling of cutting tools and power consumed in cutting are also important considerations but are beyond the scope of these test methods.  
1.4 Although the methods presented include the results of progressive developments in the evaluation of machining properties, further improvements are anticipated. For example, by present procedures, quality of the finished surface is evaluated by visual inspection, but as new mechanical or physical techniques become available that will afford improved precision of evaluation, they should be employed.  
1.5 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.  
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    17 pages
    English language
    sale 15% off
  • Standard
    17 pages
    English language
    sale 15% off
ASTM
ASTM D245-22(Practice)
Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber

SIGNIFICANCE AND USE
3.1 Need for Lumber Grading:  
3.1.1 Individual pieces of lumber, as they come from the saw, represent a wide range in quality and appearance with respect to freedom from knots, cross grain, shakes, and other characteristics. Such random pieces likewise represent a wide range in strength, utility, serviceability, and value. One of the obvious requirements for the orderly marketing of lumber is the establishment of grades that permit the procurement of any required quality of lumber in any desired quantity. Maximum economy of material is obtained when the range of quality-determining characteristics in a grade is limited and all pieces are utilized to their full potential. Many of the grades are established on the basis of appearance and physical characteristics of the piece, but without regard for mechanical properties. Other grades, called structural or stress grades, are established on the basis of features that relate to mechanical properties. The latter designate near-minimum strength and near-average stiffness properties on which to base structural design.  
3.1.2 The development of this practice is based on extensive research covering tests of small clear specimens and of full-sized structural members. Detailed studies have included the strength and variability of clear wood, and the effect on strength from various factors such as density, knots (See Terminology D9), and other defects, seasoning, duration of stress, and temperature.  
3.2 How Visual Grading is Accomplished—Visual grading is accomplished from an examination of all four faces and the ends of the piece, in which the location as well as the size and nature of the knots and other features appearing on the surfaces are evaluated over the entire length. Basic principles of structural grading have been established that permit the evaluation of any piece of stress-graded lumber in terms of a strength ratio for each property being evaluated. The strength ratio of stress-graded lumber is the hypothet...
SCOPE
1.1 This practice (1, 2)2 covers the basic principles for establishing related unit stresses and stiffness values for design with visually-graded solid sawn structural lumber. This practice starts with property values from clear wood specimens and includes necessary procedures for the formulation of structural grades of any desired strength ratio.  
1.2 The grading provisions used as illustrations herein are not intended to establish grades for purchase, but rather to show how stress-grading principles are applied. Detailed grading rules for commercial stress grades which serve as purchase specifications are established and published by agencies which formulate and maintain such rules and operate inspection facilities covering the various species.  
1.3 The material covered in this practice appears in the following order:    
Section  
Scope  
1  
Significance and Use  
3  
Basic Principles of Strength Ratios  
4  
Estimation and Limitation of Growth Characteristics  
5  
Allowable Properties for Timber Design  
6  
Modification of Allowable Properties for Design Use  
7  
Example of Stress-Grade Development  
8  
1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trad...

  • Standard
    17 pages
    English language
    sale 15% off
  • Standard
    17 pages
    English language
    sale 15% off
ASTM
ASTM D2915-17(2022)(Practice)
Standard Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based Products

ABSTRACT
This practice covers sampling and analysis procedures for the investigation and evaluation of allowable properties of specified populations of stress-graded structural lumber. This practice generally assumes that the population is sufficiently large so that, for sampling purposes, it may be considered infinite. The population shall be clearly defined where it may be necessary to specify the following: (1) grade name and description, (2) geographical area over which sampling will take place, (3) species or species group, (4) time span for sampling (5) lumber size, and (6) moisture content. Two statistical techniques are described under this practice, namely: parametric and nonparametric analysis. The sampling methods include: (1) random sampling, (2) sampling with unequal probabilities, and (3) sequential sampling. Selection and method of determining sample size are detailed. The results of the tests performed shall be presented as (1) a set of summarizing statistics, and (2) an appendix of unadjusted individual test specimen results. The procedures and requirements for analysis of results are detailed and includes the following: (1) adjustment factors used to reduce the test statistics to the level of allowable properties, (2) formula for calculating apparent modulus of elasticity, sample mean, sample standard deviation, and confidence interval for the mean (3) sample nonparametric percent point estimate, (4) nonparametric lower tolerance limit, (5) parametric point estimate, (6) lower parametric tolerance limit, and (7) histogram and empirical cumulative distribution function. This practice does not specify the action to be taken after the results have been analyzed.
SCOPE
1.1 This practice covers sampling and analysis procedures for the investigation of specified populations of wood and wood-based structural products referred to in this standard as products. Appropriate product standards should be referenced for presentation requirements for data. Depending on the interest of the user, the population from which samples are taken may range from the products produced at a specific manufacturing site to all the products produced in a particular grade from a particular geographic area, during some specified interval of time. This practice generally assumes that the population is sufficiently large so that, for sampling purposes, it may be considered infinite. Where this assumption is inadequate, that is, the population is assumed finite, many of the provisions of this practice may be employed but the sampling and analysis procedure must be designed to reflect a finite population. The statistical techniques embodied in this practice provide procedures to summarize data so that logical judgments can be made. This practice does not specify the action to be taken after the results have been analyzed. The action to be taken depends on the particular requirements of the user of the product.  
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.3 This practice does not purport to address the adjustment factors needed to adjust test data to standardized mechanical and environmental conditions (that is, temperature, moisture, test span, or load duration). Additionally, it provides a basis for statistical estimates that will typically require further adjustment to determine design values for use with an accepted design methodology (that is, allowable stress, limit states, or load and resistance factor design). It shall be the responsibility of the user to seek out the appropriate adjustments in specific product standards.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental prac...

  • Standard
    14 pages
    English language
    sale 15% off