Timber of various stress-grades was passed a number of times through a Computermatic stress-grading machine running at 60 m/min and 150 m/min in a laboratory. The deflection of all the tested points on each stick was recorded, and deflection at each of the points was also determined statically for com-parison. The range of dynamic deflection values for each point (termed repeatability) and the mean deflections were also calculated. Data from tests on verification sticks were used to determine differences between deflection measurements taken statically and those taken in a Computermatic machine. There were no consistent differences in mean deflection measurements at the two feed speeds. A mean increase in repeatability error of one-half of ...
Australian-grown Pinus radiata D. Don (radiata pine) timber, 35 x 150 mm and 35 x 200 mm in cross-se...
Abstract The basis for the derivation of settings for a grading machine is a comparison between dest...
Strength grading of timber is necessary to ensure sufficient structural performance of the material,...
Actual performance data were developed on two laboratory stress-grading machines differing only in s...
This paper investigates if the relationship between the global and local moduli of elasticity (MoE),...
Development of a finite element model to predict modulus of elasticity of lumber as measured by bend...
Effective utilization of structural timber requires grading and indicating properties (IPs) that are...
Effective utilization of structural timber requires grading and indicating properties (IPs) that are...
Effective utilization of structural timber requires grading and indicating properties (IPs) that are...
This work was designed to provide the Australian structural radiata pine processing industry with so...
This work was designed to provide the Australian structural radiata pine processing industry with so...
A saw-timber grading method for machine controlled systems is described which is based on a combinat...
About 100 pieces of both spruce (Picea abies) logs and pine (Pinus sylvestris) logs were sampled and...
A batch of pine timber sawn from butt, middle and top logs was strength graded with the visual metho...
About 100 pieces of both spruce (Picea abies) logs and pine (Pinus sylvestris) logs were sampled and...
Australian-grown Pinus radiata D. Don (radiata pine) timber, 35 x 150 mm and 35 x 200 mm in cross-se...
Abstract The basis for the derivation of settings for a grading machine is a comparison between dest...
Strength grading of timber is necessary to ensure sufficient structural performance of the material,...
Actual performance data were developed on two laboratory stress-grading machines differing only in s...
This paper investigates if the relationship between the global and local moduli of elasticity (MoE),...
Development of a finite element model to predict modulus of elasticity of lumber as measured by bend...
Effective utilization of structural timber requires grading and indicating properties (IPs) that are...
Effective utilization of structural timber requires grading and indicating properties (IPs) that are...
Effective utilization of structural timber requires grading and indicating properties (IPs) that are...
This work was designed to provide the Australian structural radiata pine processing industry with so...
This work was designed to provide the Australian structural radiata pine processing industry with so...
A saw-timber grading method for machine controlled systems is described which is based on a combinat...
About 100 pieces of both spruce (Picea abies) logs and pine (Pinus sylvestris) logs were sampled and...
A batch of pine timber sawn from butt, middle and top logs was strength graded with the visual metho...
About 100 pieces of both spruce (Picea abies) logs and pine (Pinus sylvestris) logs were sampled and...
Australian-grown Pinus radiata D. Don (radiata pine) timber, 35 x 150 mm and 35 x 200 mm in cross-se...
Abstract The basis for the derivation of settings for a grading machine is a comparison between dest...
Strength grading of timber is necessary to ensure sufficient structural performance of the material,...