A new numerical model for wood-adhesive joints, which allows an efficient hygro-mechanical analysis of a glued joint by means of the finite element method, is proposed. A cohesive element model is modified by adding features to simulate the mechanical behaviour of and the moisture transport in the joint. The numerical in- vestigations of two wood species, European beech (Fagus sylvatica L.) and Norway spruce (Picea abies L.), are carried out based on experimental studies available in the literature. The simulated specimens contain a single bond line of animal adhesive, which is commonly found in historical wooden objects. Additionally, experimental investigations are also carried out in parallel to further validate the model. The results sh...
Numerical simulations of stress distribution within a moment stiff timber frame corner have been per...
The goal of the study was to analyze fracture properties of adhesive bond using a three-point end-no...
The subject of this paper is the general formulation of a model for scarf adhesive joints in timber ...
Bond-line creates an interface between two glued surfaces and, therefore, its brings additional comp...
Engineered wood products such as glulam or cross-laminated timber are widely established in the con...
Joints in timber structures are particularly vulnerable to degradation due to their tendency to trap...
In this work, a constitutive law describing the hydro-mechanical behaviour of wood is presented. The...
This report presents numerical analyses of dowel connections modeled in ABAQUS using a rheological m...
The present work discusses the use of a finite element to model the behavior of adhesive in bonding ...
Engineered wood products such as glulam or cross-laminated timber are widely established in the cons...
Application of engineered wood, especially in the form of glued-laminated timbers has increased sign...
A three-dimensional numerical model was employed in simulating nonlinear transient moisture flow in ...
Due to the natural process of sorption, wood constantly interacts with the surrounding climate to es...
To design safe, reliable and durable timber structures subjected to varying natural outdoor or indoo...
Joints are critical parts of timber structures, transmitting static and dynamic forces between struc...
Numerical simulations of stress distribution within a moment stiff timber frame corner have been per...
The goal of the study was to analyze fracture properties of adhesive bond using a three-point end-no...
The subject of this paper is the general formulation of a model for scarf adhesive joints in timber ...
Bond-line creates an interface between two glued surfaces and, therefore, its brings additional comp...
Engineered wood products such as glulam or cross-laminated timber are widely established in the con...
Joints in timber structures are particularly vulnerable to degradation due to their tendency to trap...
In this work, a constitutive law describing the hydro-mechanical behaviour of wood is presented. The...
This report presents numerical analyses of dowel connections modeled in ABAQUS using a rheological m...
The present work discusses the use of a finite element to model the behavior of adhesive in bonding ...
Engineered wood products such as glulam or cross-laminated timber are widely established in the cons...
Application of engineered wood, especially in the form of glued-laminated timbers has increased sign...
A three-dimensional numerical model was employed in simulating nonlinear transient moisture flow in ...
Due to the natural process of sorption, wood constantly interacts with the surrounding climate to es...
To design safe, reliable and durable timber structures subjected to varying natural outdoor or indoo...
Joints are critical parts of timber structures, transmitting static and dynamic forces between struc...
Numerical simulations of stress distribution within a moment stiff timber frame corner have been per...
The goal of the study was to analyze fracture properties of adhesive bond using a three-point end-no...
The subject of this paper is the general formulation of a model for scarf adhesive joints in timber ...