A model was developed for generating the lengthwise variability in modulus of elasticity (MOE) of lumber. A limited grade selection of southern pine visual and machine stress-rated (MSR) grades formed the basic data base, A second-order Markov model was used to generate serially correlated MOE's along 30-inch segments for a piece of lumber. Modulus of elasticity indexes were obtained by dividing each correlated MOE by the average MOE of the piece of lumber. The MOE of each segment was obtained by multiplying the MOE indexes by a single random observation from a distribution of MOE. The distribution characteristics of the generated MOE values are preserved, and the first- and second-order lengthwise serial correlations are preserved
It has been mathematically demonstrated that the distribution of modulus of rupture (MOR) in a grade...
Wood products tend to have a very large variability resulting in over design of engineered products....
To evaluate the reliability of lumber structures, good models for the strength and stiffness distrib...
Localized modulus of elasticity (MOE) and tensile strength (T) were modeled for two visual grades of...
Typescript (photocopy).The primary objective of this research was to develop stochastic models of lo...
This paper describes a model for the spatial variation of the elastic modulus of parallel strand lum...
This paper describes a model for the spatial variation of the elastic modulus of parallel strand lum...
The modulus of elasticity (MOE) and modulus of rupture (MOR) of graded lumber populations are common...
This paper describes a multivariate analysis applied on maritime pine lumber properties, leading to ...
Localized modulus of elasticity (MOE) and tensile strength (T) of six E-rated grades and two visual ...
Wood strands are a biological material with variations in material properties because of the presenc...
This thesis concerns the problem of modelling the effect of length on the strength of lumber. The le...
Development of a finite element model to predict modulus of elasticity of lumber as measured by bend...
This thesis concerns the problem of modelling the effect of length on the strength of lumber. The le...
Reliability calculations for lumber products ultimately depend on the statistical distributions that...
It has been mathematically demonstrated that the distribution of modulus of rupture (MOR) in a grade...
Wood products tend to have a very large variability resulting in over design of engineered products....
To evaluate the reliability of lumber structures, good models for the strength and stiffness distrib...
Localized modulus of elasticity (MOE) and tensile strength (T) were modeled for two visual grades of...
Typescript (photocopy).The primary objective of this research was to develop stochastic models of lo...
This paper describes a model for the spatial variation of the elastic modulus of parallel strand lum...
This paper describes a model for the spatial variation of the elastic modulus of parallel strand lum...
The modulus of elasticity (MOE) and modulus of rupture (MOR) of graded lumber populations are common...
This paper describes a multivariate analysis applied on maritime pine lumber properties, leading to ...
Localized modulus of elasticity (MOE) and tensile strength (T) of six E-rated grades and two visual ...
Wood strands are a biological material with variations in material properties because of the presenc...
This thesis concerns the problem of modelling the effect of length on the strength of lumber. The le...
Development of a finite element model to predict modulus of elasticity of lumber as measured by bend...
This thesis concerns the problem of modelling the effect of length on the strength of lumber. The le...
Reliability calculations for lumber products ultimately depend on the statistical distributions that...
It has been mathematically demonstrated that the distribution of modulus of rupture (MOR) in a grade...
Wood products tend to have a very large variability resulting in over design of engineered products....
To evaluate the reliability of lumber structures, good models for the strength and stiffness distrib...