International audienceThis article presents a numerical tool for dimensioning two-threaded fasteners connecting prismatic parts subjected to fatigue tension loads that are coplanar with the screw axis. A simplified numerical model is developed from unidirectional finite elements, modeling the connected parts and screws with bent elements and the elastic contact layer between the parts with springs. An algorithm updating the contact stiffness matrix, calculating forces and displacements at each node of the structure and thus normal stresses in the screws in both static and fatigue is further developed using C language. An experimental study is also conducted in parallel with the numerical approach to validate the developed model assumptions,...
Summarization: The article presents a three-dimensional nonlinear finite-element model that was deve...
Numerous failures of fully welded flexural joints have encouraged structural designers to consider o...
Abstract This article presents the modeling of a complete bolted connection based on a model with on...
International audienceThis paper deals with the dimensioning of two-bolted assemblies made up from j...
Bolted joints are often the most critical parts with respect to fatigue life of structures. Therefor...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
The prediction of the behaviour of beam-to-column connections can be obtained by means of the so- ca...
The prediction of the behaviour of beam-to-column connections can be obtained by means of the so- ca...
Due to the increase of computer performance, modern screw design is more and more based on finite el...
The work presented in this paper deals with the fatigue damage assessment of bolted joints. The infl...
This paper deals with mechanical models which make it possible to reliably simulate the complete mom...
The purpose of this thesis is to study the behaviour of bolted steel connections subjected to tensio...
The purpose of this master thesis is to investigate how the nut position affects the failure mode of...
International audienceIn this research, analytical, numerical and experimental methods were used to ...
Summarization: The article presents a three-dimensional nonlinear finite-element model that was deve...
Numerous failures of fully welded flexural joints have encouraged structural designers to consider o...
Abstract This article presents the modeling of a complete bolted connection based on a model with on...
International audienceThis paper deals with the dimensioning of two-bolted assemblies made up from j...
Bolted joints are often the most critical parts with respect to fatigue life of structures. Therefor...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
The prediction of the behaviour of beam-to-column connections can be obtained by means of the so- ca...
The prediction of the behaviour of beam-to-column connections can be obtained by means of the so- ca...
Due to the increase of computer performance, modern screw design is more and more based on finite el...
The work presented in this paper deals with the fatigue damage assessment of bolted joints. The infl...
This paper deals with mechanical models which make it possible to reliably simulate the complete mom...
The purpose of this thesis is to study the behaviour of bolted steel connections subjected to tensio...
The purpose of this master thesis is to investigate how the nut position affects the failure mode of...
International audienceIn this research, analytical, numerical and experimental methods were used to ...
Summarization: The article presents a three-dimensional nonlinear finite-element model that was deve...
Numerous failures of fully welded flexural joints have encouraged structural designers to consider o...
Abstract This article presents the modeling of a complete bolted connection based on a model with on...