This article presents the capabilities of low-cost photogrammetry as a tool for stiffness analysis and finite-element (FE) validation in conventional bending tests of structural timber that contains knots. The accuracy offered by three consumer-grade digital cameras with a resolution of 10 megapixels was 116200, which did not allow for the evaluation of the stresses or strains in a multiaxial stress field, but provided a thorough contrast of. the 3D nodal displacements, showing the distortion of knots in the modulus of elasticity (MOE), so that the heterogeneous stiffness of this natural material could be measured and accounted for. This allowed a more precise determination of the wood stiffness in bending, and a novel procedure for the est...
Two-dimensional strain fields around a traversing edge knot in a spruce specimen subjected to tensil...
Most strength grading machines on the European market use an averagemodulus of elasticity (MOE), est...
The shear modulus of timber and timber-based composite materials is a fundamental me-chanical proper...
Understanding the mechanical behavior of fresh cut timber, in which the natural moisture content has...
Strength of structural timber depends to a high degree on the occurrence of knots and on the local f...
Strength of structural timber depends to a high degree on the occurrence of knots and on the local f...
Regression trees, random forests, and generalized additive models (GAM) are statistical techniques o...
ABSTRACT: Two-dimensional strain fields around a traversing edge knot in a spruce specimen subjected...
Strain fields around a traversing edge knot in a spruce specimen subjected to tensile loading were m...
Increased use of wood has led to complex timber constructions and new types of engineered wood produ...
In the present paper, a model for the prediction of the local strength and stiffness properties is d...
The influence of different types of knots and fiber deviations on the bending of wood, as managed us...
A method is presented for reconstructing the geometry, the pith, the knots and the local fibre orien...
Strength grading methods are normally based on relationships between one measured value of modulus o...
The assessment of existing timber structures requires the determination of the mechanical properties...
Two-dimensional strain fields around a traversing edge knot in a spruce specimen subjected to tensil...
Most strength grading machines on the European market use an averagemodulus of elasticity (MOE), est...
The shear modulus of timber and timber-based composite materials is a fundamental me-chanical proper...
Understanding the mechanical behavior of fresh cut timber, in which the natural moisture content has...
Strength of structural timber depends to a high degree on the occurrence of knots and on the local f...
Strength of structural timber depends to a high degree on the occurrence of knots and on the local f...
Regression trees, random forests, and generalized additive models (GAM) are statistical techniques o...
ABSTRACT: Two-dimensional strain fields around a traversing edge knot in a spruce specimen subjected...
Strain fields around a traversing edge knot in a spruce specimen subjected to tensile loading were m...
Increased use of wood has led to complex timber constructions and new types of engineered wood produ...
In the present paper, a model for the prediction of the local strength and stiffness properties is d...
The influence of different types of knots and fiber deviations on the bending of wood, as managed us...
A method is presented for reconstructing the geometry, the pith, the knots and the local fibre orien...
Strength grading methods are normally based on relationships between one measured value of modulus o...
The assessment of existing timber structures requires the determination of the mechanical properties...
Two-dimensional strain fields around a traversing edge knot in a spruce specimen subjected to tensil...
Most strength grading machines on the European market use an averagemodulus of elasticity (MOE), est...
The shear modulus of timber and timber-based composite materials is a fundamental me-chanical proper...