Knowledge of local mechanical behaviour of wood is especially important as silvicultural practices are modified to allow wood to compete as a relevant material in high technology applications. Challenges associated with identification of local mechanical behaviour have resulted in simplified test geometries designed to determine one or two constitutive parameters. The objective of this work was to design and simulate an entire experiment developed to simultaneously identify the earlywood and latewood orthotropic stiffnesses in loblolly pine in a single specimen and load geometry. The virtual experiment was capable of evaluating optimal orthotropy orientation for reduced identification errors and indicating most favourable choices for data s...
Strength of structural timber depends to a high degree on the occurrence of knots and on the local f...
Numerical modeling is an efficient tool for experimental validation and for gaining a deeper underst...
This work aims to identify orthotropic linear elastic constitutive parameters of Pinus pinaster Ait....
Knowledge of local mechanical behaviour of wood is especially important as silvicultural practices a...
International audienceExperimental results obtained from maritime pine (Pinus pinaster Ait.) wood ar...
Computer-aided engineering systems rely on constitutive models and their parameters to describe the ...
Design properties of wood are currently established at the macroscale, assuming wood to be a homogen...
In this work, the application of the unnotched Iosipescu test for the evaluation of the radial varia...
Regression trees, random forests, and generalized additive models (GAM) are statistical techniques o...
This work aims to determine the orthotropic linear elastic constitutive parameters of Pinus pinaster...
In this work, an inverse approach for the identification of the LR stiffness parameters of maritime ...
Wood strands are a biological material with variations in material properties because of the presenc...
Generation of virtual poles, based on the statistical distribution of selected visual and physical p...
Wood is a complex organic orthotropic viscoelastic material with acellular structure. When stressed,...
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...
Numerical modeling is an efficient tool for experimental validation and for gaining a deeper underst...
This work aims to identify orthotropic linear elastic constitutive parameters of Pinus pinaster Ait....
Knowledge of local mechanical behaviour of wood is especially important as silvicultural practices a...
International audienceExperimental results obtained from maritime pine (Pinus pinaster Ait.) wood ar...
Computer-aided engineering systems rely on constitutive models and their parameters to describe the ...
Design properties of wood are currently established at the macroscale, assuming wood to be a homogen...
In this work, the application of the unnotched Iosipescu test for the evaluation of the radial varia...
Regression trees, random forests, and generalized additive models (GAM) are statistical techniques o...
This work aims to determine the orthotropic linear elastic constitutive parameters of Pinus pinaster...
In this work, an inverse approach for the identification of the LR stiffness parameters of maritime ...
Wood strands are a biological material with variations in material properties because of the presenc...
Generation of virtual poles, based on the statistical distribution of selected visual and physical p...
Wood is a complex organic orthotropic viscoelastic material with acellular structure. When stressed,...
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...
Numerical modeling is an efficient tool for experimental validation and for gaining a deeper underst...
This work aims to identify orthotropic linear elastic constitutive parameters of Pinus pinaster Ait....