This paper presents computer programs for adjusting the mechanical properties of 2-in. dimension lumber for changes in moisture content. Mechanical properties adjusted are modulus of rupture, ultimate tensile stress parallel to the grain, ultimate compressive stress parallel to the gain, and flexural modulus of elasticity. The models are valid for moisture contents from 8 to. 23 percent (assumed green value). Although test results can be adjusted for moisture content, such adjustments decrease in accuracy with increasing change in moisture content. For this reason, the specimens should be conditioned as closely as possible to the target moisture content prior to test
This paper discusses the effects of size and moisture content on stress wave properties of wood and ...
Mechanical parameters of ash wood (Fraxinus excelsior) subjected to compression in tangential direct...
Lumber property data from Canadian In-Grade Program for visually-graded dimension lumber are used t...
Current procedures for adjusting lumber properties for changes in moisture content are based on tren...
Current procedures for adjusting estimates of the mechanical properties of lumber for changes in moi...
The objective of this study was to determine the effect of moisture content on a wide range of clear...
Wood used in industrial settings, and in some arid parts of the United States, may be subjected to v...
The effect of moisture content on the compression parallel to grain strength of Douglas-fir dimensio...
Data from the In-Grade Testing Program for visually graded dimension lumber are used to identify lum...
Brazilian Standard ABNT NBR7190:1997 for timber structures design, adopts a first degree equation to...
Wood is a moisture sensitive material regarding durability (wood rot, mould growth) and also the mec...
Periodically, when necessary, standard documents are revised in order to analyze inconsistencies and...
Supplementary information for Moisture-dependent Mechanical Properties of Longitudinally Compressed ...
A combination of lumber testing and finite element-fracture mechanics simulation was used to determi...
Beech wood (Fagus sylvatica L.) is used in a wide range of wood products. However, the influence of ...
This paper discusses the effects of size and moisture content on stress wave properties of wood and ...
Mechanical parameters of ash wood (Fraxinus excelsior) subjected to compression in tangential direct...
Lumber property data from Canadian In-Grade Program for visually-graded dimension lumber are used t...
Current procedures for adjusting lumber properties for changes in moisture content are based on tren...
Current procedures for adjusting estimates of the mechanical properties of lumber for changes in moi...
The objective of this study was to determine the effect of moisture content on a wide range of clear...
Wood used in industrial settings, and in some arid parts of the United States, may be subjected to v...
The effect of moisture content on the compression parallel to grain strength of Douglas-fir dimensio...
Data from the In-Grade Testing Program for visually graded dimension lumber are used to identify lum...
Brazilian Standard ABNT NBR7190:1997 for timber structures design, adopts a first degree equation to...
Wood is a moisture sensitive material regarding durability (wood rot, mould growth) and also the mec...
Periodically, when necessary, standard documents are revised in order to analyze inconsistencies and...
Supplementary information for Moisture-dependent Mechanical Properties of Longitudinally Compressed ...
A combination of lumber testing and finite element-fracture mechanics simulation was used to determi...
Beech wood (Fagus sylvatica L.) is used in a wide range of wood products. However, the influence of ...
This paper discusses the effects of size and moisture content on stress wave properties of wood and ...
Mechanical parameters of ash wood (Fraxinus excelsior) subjected to compression in tangential direct...
Lumber property data from Canadian In-Grade Program for visually-graded dimension lumber are used t...