Standard Practice for Estimating the Percentage of Wood Failure in Adhesive Bonded Joints

SIGNIFICANCE AND USE
4.1 An estimate of wood failure is one of the principal means for determining the quality of an adhesively bonded wood joint.  
4.2 When evaluated after a water soaking, water soaking and drying, or boiling and drying, the percentage of estimated wood failure is an important criterion for qualifying adhesives for use in plywood, laminated structural timber, adhesively bonded wood products and for daily quality control of the processes for manufacturing various adhesively bonded wood products including but not limited to plywood and laminated timbers. Standards that use the percentage of wood failure are included in Section 2.  
4.3 In plywood manufactured from North American softwood species, the percentage of wood failure of Test Method D906 specimens, tested wet after either a vacuum-pressure soak-dry or boil-dry treatment, correlates with the percentage of panels that delaminate in outdoor exposure without protection.7  
4.4 Similar correlations for other products have not been published.
SCOPE
1.1 This practice provides procedures for estimating the percentage of wood failure that occurs in plywood-shear, block-shear, finger joint test specimens, or any other bondline involving wood.  
1.2 The values stated in SI units are to be regarded as the standard. The values in parentheses are provided for information only.  
1.3 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

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Historical
Publication Date
30-Apr-2013
Technical Committee
Drafting Committee
Current Stage
Ref Project

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Effective Date
01-May-2013

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D5266 − 13
Standard Practice for
Estimating the Percentage of Wood Failure in Adhesive
1
Bonded Joints
This standard is issued under the fixed designation D5266; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope 2.2 American National Standards:
ANSI/HPVA HP-1-2009American National Standard for
1.1 This practice provides procedures for estimating the
3
Hardwood and Decorative Plywood
percentage of wood failure that occurs in plywood-shear,
ANSI A190.1-2012American National Standard for Wood
block-shear, finger joint test specimens, or any other bondline
3
Products—Structural Glued, Laminated Timber
involving wood.
2.3 Other Documents:
1.2 The values stated in SI units are to be regarded as the
American Plywood Association Proposed Standard Method
standard. The values in parentheses are provided for informa-
for Estimating Percentage Wood Failure on Plywood
tion only. 4
Shear Specimens
1.3 This standard does not purport to address all of the
PS 1U.S. Product Standard for Construction and Industrial
4
safety concerns, if any, associated with its use. It is the
Plywood
responsibility of the user of this standard to establish appro-
CSA O112.9Evaluation of Adhesives for Structural Wood
4
priate safety and health practices and determine the applica-
Products (Exterior Exposure)
5
bility of regulatory limitations prior to use.
General Technical Report FPL-GTR-190
Inspection Bureau Memorandum No. 1Interpretation of
2. Referenced Documents
4
Wood Failure
2
2.1 ASTM Standards:
2.4 ASTM Adjunct:
D905Test Method for Strength Properties of Adhesive
PhotographsforVisuallyEstimatingthePercentageofWood
6
Bonds in Shear by Compression Loading
Failure in Standard Adhesively Bonded Specimens
D906Test Method for Strength Properties of Adhesives in
Plywood Type Construction in Shear by Tension Loading 3. Terminology
D2559Specification for Adhesives for Bonded Structural
3.1 Definitions:
Wood Products for Use Under Exterior Exposure Condi-
3.1.1 deep wood failure, n—failurethatisinvariablyseveral
tions
to many cells away from the adhesive layer, in which the
D4688Test Method for Evaluating StructuralAdhesives for
fracture path is strongly influenced by the grain angle and
Finger Jointing Lumber
growth–ring structure.
D5572SpecificationforAdhesivesUsedforFingerJointsin
3.1.2 shallow wood failure, n—failure that is invariably
Nonstructural Lumber Products
within the first one or two layers of cells beyond the adhesive
D5751SpecificationforAdhesivesUsedforLaminateJoints
layer in which the fracture path is not influenced by the
in Nonstructural Lumber Products
wood–grain angle or growth-ring structure (see 7.7 and 8.1).
1
This practice is under the jurisdiction ofASTM Committee D14 on Adhesives
3
and is the direct responsibility of Subcommittee D14.30 on Wood Adhesives. Available from Hardwood Plywood & Veneer Association, 1825 Michael
CurrenteditionapprovedMay1,2013.PublishedJuly2013.Originallyapproved Faraday Drive, P.O. Box 2789, Reston, VA 20190, www.hpva.org.
4
in 1992. Last previous edition approved in 2005 as D5266–99 (2005). DOI: Available fromAPA–The EngineeredWoodAssociation, 7011 South 19th St.,
10.1520/D5266-13. Tacoma, WA 98466, www.apawood.org.
2 5
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Wood Handbook: Wood as an Engineering Material, Madison, WI: U. S.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM DepartmentofAgriculture,ForestService,ForestProductsLaboratory,508p.2010.
6
Standards volume information, refer to the standard’s Document Summary page on Available from ASTM International Headquarters. Request Adjunct No.
the ASTM website. ADJD5266. Original adjunct produced in 1991.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5266 − 13
3.1.3 wood failure, n—the rupturing of wood fibers in
strength tests on bonded specimens, usually expressed as the
percentageofthetotalareainvolvedwhichshowssuchfailure.
4. Significance and Use
4.1 An estimate of wood failure is one of the principal
means for determining the quality of an adhesively bonded
wood joint.
4.2 When evaluated after a water soaking, water soaking
and drying, or boiling and drying, the percentage of estimated
wood failure is an important criterion for qualifying adhesives
for use in plywood, laminated structural timber, adhesively
bonded wood products and for daily quality control of the
processes for manufacturing various adhesively bonded wood
products inclu
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D5266 − 99 (Reapproved 2005) D5266 − 13
Standard Practice for
Estimating the Percentage of Wood Failure in Adhesive
1
Bonded Joints
This standard is issued under the fixed designation D5266; 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.
1. Scope
1.1 This practice provides procedures for estimating the percentage of wood failure that occurs in plywood-shear, block-shear,
finger joint test specimens, or any other bondline involving wood.
1.2 The values stated in SI units are to be regarded as the standard. The values in parentheses are provided for information only.
1.3 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.
2. Referenced Documents
2
2.1 ASTM Standards:
D905 Test Method for Strength Properties of Adhesive Bonds in Shear by Compression Loading
D906 Test Method for Strength Properties of Adhesives in Plywood Type Construction in Shear by Tension Loading
D2559 Specification for Adhesives for Bonded Structural Wood Products for Use Under Exterior Exposure Conditions
D4688 Test Method for Evaluating Structural Adhesives for Finger Jointing Lumber
D5572 Specification for Adhesives Used for Finger Joints in Nonstructural Lumber Products
D5751 Specification for Adhesives Used for Laminate Joints in Nonstructural Lumber Products
2.2 American National Standards:
ANSI/HPMA HP American National Standard for Hardwood and Decorative PlywoodANSI/HPVA HP-1-2009 American
3
National Standard for Hardwood and Decorative Plywood
3
ANSI/AITC A190.1ANSI A190.1-2012 American National Standard for Wood Products—Structural Glued, Laminated Timber
2.3 Other Standards:Documents:
American Plywood Association Proposed Standard Method for Estimating Percentage Wood Failure on Plywood Shear
4
Specimens
4
PS 1 U.S. Product Standard for Construction and Industrial Plywood
Wood Handbook: Wood as an Engineering Material,CSA O112.9 Agricultural Handbook No. 72, Forest Service, Forest Products
4
Laboratory (1987)Evaluation of Adhesives for Structural Wood Products (Exterior Exposure)
5
General Technical Report FPL-GTR-190
4
Inspection Bureau Memorandum No. 1 Interpretation of Wood Failure
2.4 ASTM Adjunct:
6
Photographs for Visually Estimating the Percentage of Wood Failure in Standard Adhesively Bonded Specimens
1
This practice is under the jurisdiction of ASTM Committee D14 on Adhesives and is the direct responsibility of Subcommittee D14.30 on Wood Adhesives.
Current edition approved April 1, 2005May 1, 2013. Published May 2005July 2013. Originally approved in 1992. Last previous edition approved in 19992005 as
D5266 – 99.D5266 – 99 (2005). DOI: 10.1520/D5266-99R05.10.1520/D5266-13.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from Hardwood Plywood Manufacturers’ & Veneer Association, 1825 Michael Faraday Drive, P.O. Box 2789, Reston, VA 22090-2789.20190, www.hpva.org.
4
Available from American Institute for Timber Construction, 11818 S. E. Mill Plain Blvd., Suite 415, Vancouver, WA 98684-5092.APA – The Engineered Wood
Association, 7011 South 19th St., Tacoma, WA 98466, www.apawood.org.
5
Available from American Plywood Association, P.O. Box 11700, Tacoma, WA 98411-0700.
5
Available from U.S. Government Printing Office Superintendent of Documents, 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401.Wood Handbook: Wood
as an Engineering Material, Madison, WI: U. S. Department of Agriculture, Forest Service, Forest Products Laboratory, 508 p. 2010.
6
Available from ASTM International Headquarters. Request Adjunct No. ADJD5266. Original adjunct produced in 1991.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5266 − 13
3. Terminology
3.1 Definitions:
3.1.1 deep wood failure, n—failure that is invariably several to many cells away from the adhesive layer, in which the fra
...

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