A finite element program utilizing singularity-enriched elements was developed to determine the stress-intensity factors for an arbitrary V-notch in a linear elastic orthotropic beam. The special elements allow computation of the stress-intensity factors without recourse to an extremely fine element mesh. An application of the program was made to wood. A pilot experiment involving rectangular end-notched wood beams verified the program as well as demonstrated the utility of the program in predicting failure loads due to rapid crack propagation emanating from V-notches. The effect of varying wood properties on the V-notch stress-intensity factor was examined. A procedure to establish the failure surface encompassing V-notches and cracks un...
In this paper, we present an analytical method to determine the mode I stress intensity factor for t...
In the presence of sharp V-notches the stress distributions are singular and the intensity of the st...
An equation for predicting the strength of wood beams with end notches on the tension side (Tension-...
A finite element program utilizing singularity-enriched elements was developed to determine the stre...
In this paper, an analytical and numerical study is carried out on the role played by the elastic pr...
In this paper, taking advantage of a recent analytical solution for the stress fields in notched ort...
The Griffith-Irwin (or linear-elastic) fracture concept was used to investigate the feasibility of t...
The fracture problem due to the singular stresses arising from the sudden change of geometric proper...
On occasion, structural wooden members in tension feature a sectional alteration in the form of a no...
M.Ing.Timber is an organic, orthotropic material of which the strength is currently not fully utilis...
AbstractAn analytical expression for the Stress Intensity Factor (SIF) related to a crack emanating ...
In this paper a new way is proposed to determine the generalized stress intensity factors of the pla...
182-187The use of a special finite element technique for the computation of stress intensity facto...
Cracks and flaws occur in many structures and components for several reasons. Cracks may develop dur...
Simulated cracks from three notch geometries were analysed using two dimensional photoelasticity. T...
In this paper, we present an analytical method to determine the mode I stress intensity factor for t...
In the presence of sharp V-notches the stress distributions are singular and the intensity of the st...
An equation for predicting the strength of wood beams with end notches on the tension side (Tension-...
A finite element program utilizing singularity-enriched elements was developed to determine the stre...
In this paper, an analytical and numerical study is carried out on the role played by the elastic pr...
In this paper, taking advantage of a recent analytical solution for the stress fields in notched ort...
The Griffith-Irwin (or linear-elastic) fracture concept was used to investigate the feasibility of t...
The fracture problem due to the singular stresses arising from the sudden change of geometric proper...
On occasion, structural wooden members in tension feature a sectional alteration in the form of a no...
M.Ing.Timber is an organic, orthotropic material of which the strength is currently not fully utilis...
AbstractAn analytical expression for the Stress Intensity Factor (SIF) related to a crack emanating ...
In this paper a new way is proposed to determine the generalized stress intensity factors of the pla...
182-187The use of a special finite element technique for the computation of stress intensity facto...
Cracks and flaws occur in many structures and components for several reasons. Cracks may develop dur...
Simulated cracks from three notch geometries were analysed using two dimensional photoelasticity. T...
In this paper, we present an analytical method to determine the mode I stress intensity factor for t...
In the presence of sharp V-notches the stress distributions are singular and the intensity of the st...
An equation for predicting the strength of wood beams with end notches on the tension side (Tension-...