Add to ORKGFinite element models tend to overestimate the actual elastic response of structural timber connections. The paper shows how such overprediction relates to the modelling of the contact between fasteners and timber. The use of a control parameter called stiffness contact is proposed. After an experimental campaign, a method to determine it, based only on the geometry of a rectangular contact area, is proposed. The modeling adequacy is demonstrated by applying it to dowel embedment and moment resistant wood joint tests. The obtained results show good agreement with the experimental test series
A nonlinear finite element model is developed to study the behavior of single- and double-bolted tim...
International audienceThis paper presents a novel way to simulate the behaviour of nailed and screwe...
The development of a new approach to predicting the load-displacement interaction of bolted wood con...
Finite element models tend to overestimate the actual elastic response of structural timber connecti...
The development of accurate structural modelling techniques is required to promote the use of timber...
With the development of automated design and fabrication tools, researchers have shown a growing int...
Typical elements in structural engineering (beams, trusses, plates and shells) can be investigatedby...
Stiffness of fasteners, as well as its strength, is a fundamental parameter in the design of structu...
Modeling timber joints it is essential to know the stiffness of the connections. In some cases the p...
This article presents a nonlinear finite element model developed to simulate the load-deformation be...
Numerical simulations of stress distribution within a moment stiff timber frame corner have been per...
Results of a double-shear single-dowel wood connection tested under monotonic quasi-static compress...
The mechanical performances of timber joints are particularly important for timber engineers involve...
Dowel-type connections are common in timber engineering, but current design codes are largely based ...
This study investigates the global stiffness of a timer frame structure under wind loading using the...
A nonlinear finite element model is developed to study the behavior of single- and double-bolted tim...
International audienceThis paper presents a novel way to simulate the behaviour of nailed and screwe...
The development of a new approach to predicting the load-displacement interaction of bolted wood con...
Finite element models tend to overestimate the actual elastic response of structural timber connecti...
The development of accurate structural modelling techniques is required to promote the use of timber...
With the development of automated design and fabrication tools, researchers have shown a growing int...
Typical elements in structural engineering (beams, trusses, plates and shells) can be investigatedby...
Stiffness of fasteners, as well as its strength, is a fundamental parameter in the design of structu...
Modeling timber joints it is essential to know the stiffness of the connections. In some cases the p...
This article presents a nonlinear finite element model developed to simulate the load-deformation be...
Numerical simulations of stress distribution within a moment stiff timber frame corner have been per...
Results of a double-shear single-dowel wood connection tested under monotonic quasi-static compress...
The mechanical performances of timber joints are particularly important for timber engineers involve...
Dowel-type connections are common in timber engineering, but current design codes are largely based ...
This study investigates the global stiffness of a timer frame structure under wind loading using the...
A nonlinear finite element model is developed to study the behavior of single- and double-bolted tim...
International audienceThis paper presents a novel way to simulate the behaviour of nailed and screwe...
The development of a new approach to predicting the load-displacement interaction of bolted wood con...