This article presents a nonlinear finite element model developed to simulate the load-deformation behavior of wood joints when loaded by a dowel-type fastener. Particular attention was paid to the initial load-deformation behavior that had a significant influence on the joint stiffness, a joint property with a large influence on the mechanical behavior of wood-based composite structures connected with semirigid joints. To obtain accurate predictions of joint deformation, the material models available in the literature were adapted and nonlinear deformations were taken into consideration during very early loading. The proposed model precisely describes the embedding behavior of different wood species and densities. Numerical results compared...
Stiffness of fasteners, as well as its strength, is a fundamental parameter in the design of structu...
Three-dimensional non-linear finite element analysis was used to study the structural behaviour and ...
In this paper a study is made of the semi-rigid and non-linear behaviour of nailed knee joints in ti...
Results of a double-shear single-dowel wood connection tested under monotonic quasi-static compress...
Predicting the mechanical behaviour and the failure mechanism of timber joints with dowel-type faste...
Typical elements in structural engineering (beams, trusses, plates and shells) can be investigatedby...
The mechanical performances of timber joints are particularly important for timber engineers involve...
Modeling timber joints it is essential to know the stiffness of the connections. In some cases the p...
This study analyses a common L-shape configuration formed by wood members and a thick metal plate, d...
A nonlinear finite element model is developed to study the behavior of single- and double-bolted tim...
Finite element models tend to overestimate the actual elastic response of structural timber connecti...
In laterally loaded dowel-type connections, forces are not only transferred perpendicular to the fas...
Joints in timber structures are today typically designed in a simplistic manner, i.e., by assuming l...
Numerical simulations of stress distribution within a moment stiff timber frame corner have been per...
Udgivelsesdato: MartsThe focus of this paper is to describe the idea and the theory behind a finite-...
Stiffness of fasteners, as well as its strength, is a fundamental parameter in the design of structu...
Three-dimensional non-linear finite element analysis was used to study the structural behaviour and ...
In this paper a study is made of the semi-rigid and non-linear behaviour of nailed knee joints in ti...
Results of a double-shear single-dowel wood connection tested under monotonic quasi-static compress...
Predicting the mechanical behaviour and the failure mechanism of timber joints with dowel-type faste...
Typical elements in structural engineering (beams, trusses, plates and shells) can be investigatedby...
The mechanical performances of timber joints are particularly important for timber engineers involve...
Modeling timber joints it is essential to know the stiffness of the connections. In some cases the p...
This study analyses a common L-shape configuration formed by wood members and a thick metal plate, d...
A nonlinear finite element model is developed to study the behavior of single- and double-bolted tim...
Finite element models tend to overestimate the actual elastic response of structural timber connecti...
In laterally loaded dowel-type connections, forces are not only transferred perpendicular to the fas...
Joints in timber structures are today typically designed in a simplistic manner, i.e., by assuming l...
Numerical simulations of stress distribution within a moment stiff timber frame corner have been per...
Udgivelsesdato: MartsThe focus of this paper is to describe the idea and the theory behind a finite-...
Stiffness of fasteners, as well as its strength, is a fundamental parameter in the design of structu...
Three-dimensional non-linear finite element analysis was used to study the structural behaviour and ...
In this paper a study is made of the semi-rigid and non-linear behaviour of nailed knee joints in ti...