Equations were developed to use in the prediction of the fracture toughness values of coniferous species based on the variation of specific gravity and moisture content. Equation parameters were determined for clear wood in opening mode fracture when the crack is located in a plane normal to the tangential direction and it propagates in the longitudinal direction, (KIcTL). The prediction equations developed are based on test results of ten coniferous species representing wide ranges of specific gravities and moisture conditions.Analysis of the data revealed that the relationship between fracture toughness and specific gravity is similar for all species tested and a single equation may be used for all species. However, the effect of moisture...
Based on the linear elastic fracture mechanics (LEFM) concept, apparent mode I fracture toughness KI...
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published arti...
A new approach to the problem of failure prediction of wood components and structures is that of fra...
Linear-elastic fracture mechanics has been applied extensively to wood. However, wood is not a perfe...
The objective of this study was to determine the effect of moisture content on a wide range of clear...
Fracture toughness of New Zealand pinus radiata in TL opening mode was determined from displacement ...
Tensile and compression strength properties of six coniferous woods were studied at the tissue level...
The propensity for fracture, i.e. failure through separation of the material, is a factor that must ...
Fracture toughness of New Zealand Pinus radiata in TL opening mode was determined from the displacem...
The objective of this study was to develop and design a model of calculation of fracture parameters ...
Stem or branch failure is a recurrent problem in silviculture and arboriculture. The risk of rupture...
The fracture behaviors of four wood species commonly used in wood products were characterized when s...
Determination of fracture toughness values in modes I and II for wood are considered. The testing me...
A combination of lumber testing and finite element-fracture mechanics simulation was used to determi...
The propagation of heart cracks at log-ends due to growth stress release was simulated numerically b...
Based on the linear elastic fracture mechanics (LEFM) concept, apparent mode I fracture toughness KI...
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published arti...
A new approach to the problem of failure prediction of wood components and structures is that of fra...
Linear-elastic fracture mechanics has been applied extensively to wood. However, wood is not a perfe...
The objective of this study was to determine the effect of moisture content on a wide range of clear...
Fracture toughness of New Zealand pinus radiata in TL opening mode was determined from displacement ...
Tensile and compression strength properties of six coniferous woods were studied at the tissue level...
The propensity for fracture, i.e. failure through separation of the material, is a factor that must ...
Fracture toughness of New Zealand Pinus radiata in TL opening mode was determined from the displacem...
The objective of this study was to develop and design a model of calculation of fracture parameters ...
Stem or branch failure is a recurrent problem in silviculture and arboriculture. The risk of rupture...
The fracture behaviors of four wood species commonly used in wood products were characterized when s...
Determination of fracture toughness values in modes I and II for wood are considered. The testing me...
A combination of lumber testing and finite element-fracture mechanics simulation was used to determi...
The propagation of heart cracks at log-ends due to growth stress release was simulated numerically b...
Based on the linear elastic fracture mechanics (LEFM) concept, apparent mode I fracture toughness KI...
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published arti...
A new approach to the problem of failure prediction of wood components and structures is that of fra...