ASTM D 6815 : 2009
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Standard Specification for Evaluation of Duration of Load and Creep Effects of Wood and Wood-Based Products
Hardcopy , PDF
11-11-2014
English
01-12-2009
CONTAINED IN VOL. 04.10, 2015 Defines a procedure for testing and evaluating duration of load and creep effects of wood and wood-based materials relative to an accepted duration of load adjustment model.
Committee |
D 07
|
DocumentType |
Standard
|
Pages |
12
|
ProductNote |
Reconfirmed 2009
|
PublisherName |
American Society for Testing and Materials
|
Status |
Superseded
|
SupersededBy | |
Supersedes |
1.1 This specification provides a procedure for testing and evaluating duration of load and creep effects of wood and wood-based materials relative to an accepted duration of load adjustment model. This specification was created for products that are currently covered by a consensus standard (for example, lumber, structural composite lumber, and structural-use panels). This procedure is intended to demonstrate the engineering equivalence to the duration of load and creep effects of visually graded lumber as specified in Practice D245 for a product under evaluation used in dry service conditions. This procedure is not intended to evaluate the performance of products under impact loading. Quantification of specific duration of load or creep factors is beyond the scope of this specification. For further guidance regarding the applicability of this specification refer to X1.1 in the Commentary.
1.2 Use of the procedure in this specification to determine equivalence to the Practice D245 duration of load relationship is limited to solid wood and wood-based products whose long term load behavior is similar to that of solid wood. Equivalence demonstrated in this specification is dependent upon evaluation of a product's 90-day (minimum) creep-rupture performance. In this evaluation, three criteria must be satisfied: (1) adequate strength over a 90-day period, (2) decreasing creep rate, and (3) limited fractional deflection. A summary of the development of these criteria and the underlying assumptions behind them is provided in the Commentary in Appendix X1 and Appendix X2.
1.3 Long term degradation phenomena not described by a creep-rupture model are not addressed in this specification (see Commentary X1.2.4).
ASTM D 7341 : 2014 | Standard Practice for Establishing Characteristic Values for Flexural Properties of Structural Glued Laminated Timber by Full-Scale Testing |
ASTM D 5456 : 2019 | Standard Specification for Evaluation of Structural Composite Lumber Products |
ASTM D 7033 : 2014 | Standard Practice for Establishing Design Capacities for Oriented Strand Board (OSB) Wood-Based Structural-Use Panels |
ASTM D 198 : 2015 : REDLINE | Standard Test Methods of Static Tests of Lumber in Structural Sizes |
ASTM E 177 : 2014 : REDLINE | Standard Practice for Use of the Terms Precision and Bias in ASTM Test Methods |
ASTM D 9 : 2012 : REDLINE | Standard Terminology Relating to Wood and Wood-Based Products |
ASTM D 4442 : 2016 : REDLINE | Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood-Based Materials |
ASTM D 1037 : 2012 : REDLINE | Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials |
ASTM D 2915 : 2017 : REDLINE | Standard Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based Products |
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