Wood is highly anisotropic and shows ductile behaviour in compression and brittle behaviour in tension and shear where both failure modes can occur simultaneously. A 3D material model for wood based on the concepts of continuum damage mechanics was developed. A material subroutine containing the developed model was implemented into a standard FE framework. Eight stress-based failure criteria were derived in order to formulate piecewise defined failure surfaces. The damage development of wood was controlled by nine damage variables. Embedment tests using three different wood species (spruce, beech, azobé) were carried out whose results were compared to modelling outcomes. The failure modes could be identified and the general shape of the loa...
We present a model for the simulation of the dynamics and fracturing characteristics of wood, specif...
To properly model the complex behavior and internal geometry of wood, traditional continuum-based ap...
Wood, as a naturally-grown material, exhibits a highly anisotropic and inhomogeneous material struct...
Wood is highly anisotropic and shows ductile behaviour in compression and brittle behaviour in tensi...
Wood is highly anisotropic and shows ductile behaviour in compression and brittle behaviour in tensi...
In this thesis, the mechanical behavior of a timber joint has been studied. The main task is to mode...
We propose a novel constitutive model for wood based on a multi-surface failure criterion resulting ...
International audienceThe characteristic values for strength and stiffness of all sorts of timber pr...
Restoration of ancient wooden beams and design of smart wood-based structures are gaining an increas...
Using wood as a construction material has a long tradition. Otherwise its material behaviour is subj...
This article presents a three-dimensional wood material model implemented in finite element (FE) sof...
Tests on double-shear steel-to-timber joints loaded parallel-to-grain were undertaken, using beech a...
Tests on double-shear steel-to-timber joints loaded parallel-to-grain were undertaken, using beech a...
An important prerequisite for the optimal use of wood as a structural building material is the deter...
We present a model for the simulation of the dynamics and fracturing characteristics of wood, specif...
We present a model for the simulation of the dynamics and fracturing characteristics of wood, specif...
To properly model the complex behavior and internal geometry of wood, traditional continuum-based ap...
Wood, as a naturally-grown material, exhibits a highly anisotropic and inhomogeneous material struct...
Wood is highly anisotropic and shows ductile behaviour in compression and brittle behaviour in tensi...
Wood is highly anisotropic and shows ductile behaviour in compression and brittle behaviour in tensi...
In this thesis, the mechanical behavior of a timber joint has been studied. The main task is to mode...
We propose a novel constitutive model for wood based on a multi-surface failure criterion resulting ...
International audienceThe characteristic values for strength and stiffness of all sorts of timber pr...
Restoration of ancient wooden beams and design of smart wood-based structures are gaining an increas...
Using wood as a construction material has a long tradition. Otherwise its material behaviour is subj...
This article presents a three-dimensional wood material model implemented in finite element (FE) sof...
Tests on double-shear steel-to-timber joints loaded parallel-to-grain were undertaken, using beech a...
Tests on double-shear steel-to-timber joints loaded parallel-to-grain were undertaken, using beech a...
An important prerequisite for the optimal use of wood as a structural building material is the deter...
We present a model for the simulation of the dynamics and fracturing characteristics of wood, specif...
We present a model for the simulation of the dynamics and fracturing characteristics of wood, specif...
To properly model the complex behavior and internal geometry of wood, traditional continuum-based ap...
Wood, as a naturally-grown material, exhibits a highly anisotropic and inhomogeneous material struct...