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Publication Number: FHWAHRT04097
Date: August 2007 

Measured Variability Of Southern Yellow Pine  Manual for LSDYNA Wood Material Model 143PDF Version (2.92 MB)
PDF files can be viewed with the Acrobat® Reader® 1.10 MOISTURE EFFECTSEmpirical equations are implemented that specify the clear wood moduli, strengths, and fracture energies as a function of moisture content. The user specifies the percent moisture content and the model uses the appropriate moduli, strengths, and fracture energies. If the user does not specify the moisture content, then a moisture content of 30 percent is used as the default. 1.10.1 Southern Yellow PineMoisture content has a significant effect on the measured moduli, strengths, and fracture intensities of southern yellow pine. The effect of moisture content on the elastic moduli was given in table 1. The effect of moisture content on strength was given in table 4. The effect of moisture content on the mode I and mode II fracture intensities was given in table 10. Plots of clear wood measurements versus moisture content are reproduced in appendix B. The empirical equations implemented for southern yellow pine are given in table 15. Comparisons of the equations with measured data are given in appendix B. They were derived by plotting the moduli, strength, and fracture intensity data as a function of moisture content and then fitting quadratic curves through the data.^{(14)} Note that the data are highly variable. Therefore, the equations represent average clear wood properties. The equations for the moduli were obtained from fits to the tensile data, rather than to the compressive data. The fiber saturation point is reported as 23 percent. This point is the moisture content at which the cell walls are saturated with water, but no water exists in the cell cavities. It is generally assumed that the material properties do not change above this saturation point. Therefore, all material properties are held constant above 23 percent and set equal to those calculated by the empirical equations at 23 percent. The label saturated in plots indicates a moisture content of 23 percent.
No data are available for parameters not listed in table 15, such as shear moduli and the strength in the isotropic plane. Therefore, the following assumptions are made:
1.10.2 Douglas FirThere is a lack of material property data for Douglas fir. The limited data documented by FPL were used, and the missing information was supplemented with handbook values or pine data. The effect of moisture content versus elastic moduli was previously given in section 1. Strength measurements from various sources were given in table 5. Updating of the default properties is suggested as more data become available in the future. The empirical equations implemented for the Douglas fir moduli are listed in table 16. They were derived by fitting quadratic curves through the data from table 2. The shear modulus parallel to the grain (G_{12}) varies linearly with the normal modulus parallel to the grain (E_{11}), according to equation 92.
The equations implemented for the Douglas fir strengths are based on the equations (P) implemented for southern yellow pine and listed in table 16: Douglas fir strengths vary with moisture content in the same manner as southern yellow pine strengths. The term in brackets on the right of equation 94 is a scale factor with a value of 1.0 at 20percent moisture content (assumed fiber saturation point). The strengths implemented for Douglas fir at 20percent moisture content are the green material strengths listed in the USDA Wood Handbook.^{(18)} They were previously listed in table 6. The shear strength perpendicular to the grain (S_{23}) is 140 percent of the shear strength parallel to the grain (S_{12}). No fracture intensity data are available for Douglas fir, so the same fracture intensity equations and values are used as implemented for southern yellow pine. In addition, all Douglas fir material properties are held constant above 20percent moisture content. This is because our quadratic fit to the perpendicular modulus drops to zero stiffness just above 22 percent. 