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ASTM D1037-06

(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

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 D1037-99 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
Effective Date
15-Oct-2006
Replaced By
ASTM D1037-06a - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
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 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 D7672-19 - Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies
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

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ASTM D1037-06 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel MaterialsASTM D1037-06 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
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ASTM D1037-06 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
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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: D 1037 – 06
Standard Test Methods for
Evaluating Properties of Wood-Base Fiber and Particle
1
Panel Materials
This standard is issued under the fixed designation D 1037; 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 (e) 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 D 1554.
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
Accelerated Aging 7
1.1 Part A—General Test Methods for Evaluating the Basic
Size, Physical Properties and Appearance of Panels 8
Properties of Wood-Base Fiber and Particle Panel Materials.
Static Bending 9
Tension Parallel to Surface 10
These test methods cover the determination of the properties of
Tension Perpendicular to Surface 11
wood-base fiber and particle panel materials that are produced
Compression Parallel to Surface 12
as mat-formed panels such as particleboard, medium-density Fastener Holding Tests:
Lateral Nail Resistance Test 13
fiberboard and hardboard. Some of the test methods are
Nail Withdrawal Test 14
applicable to other panel products such as oriented strand
Nail-Head Pull-Through Test 15
board. The test methods are as follows: Direct Screw Withdrawal Test 16
Hardness Test 17
Section
Hardness Modulus Test 18
Significance and Use 3
Shear in the Plane of the Panel 19
Apparatus 4
Glue-Line Shear Test (Block Type) 20
Test Specimens 5
Falling Ball Impact Test 21
Moisture Content and Conditioning Requirements 6
Abrasion Resistance by the U.S. Navy Wear Tester 22
Moisture Tests:
Water Absorption and Thickness Swelling 23
Linear Variation with Change in Moisture Content 24
1
These test methods are under the jurisdiction of ASTM Committee D07 on
Cupping and Twisting 25
Wood and are the direct responsibility of Subcommittee D07.03 on Panel Products.
Interlaminar Shear 26
Current edition approved Oct. 15, 2006. Published October 2006. Originally
Edgewise Shear 27
approved in 1949. Last previous edition approved in 1999 as D 1037 – 99.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D1037–06
TABLE 1 Basic Test Procedures for Evaluating Properties of
Section
Wood Base-Fiber and Particle Panel Materials
Compression-Shear Test 28
ASTM
Test Methods for
1.2 Part B—Acceptance and Specification Test Methods for
Designation
Hardboard.The methods for Part B provide test procedures for
C 177 Steady-State Heat-Flux Measurements and Thermal Transmission
A
measuring the following properties of hardboard: Properties by Means of the Guarded-Hot-Plate Apparatus
A
C 209 Cellulosic Fiber Insulating Board
Section
C 236 Steady-State Thermal Performance of Building Assemblies by
Thickness 32
A
Means of the Guarded Hot Box
Modulus of Rupture 33
C 384 Impedance and Absorption of Acoustical Materials by the Imped-
Tensile Strength Parallel to Surface 34
A
ance Tube Method
Tensile Strength Perpendicular to Surface 35
C 423 Sound Absorption and Sound Absorption Coefficients by the Re-
Water Absorption and T
...

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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.  
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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.  
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Standard Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based Products

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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.  
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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
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  • Standard
    17 pages
    English language
    sale 15% off