To determine the length of engagement threads of a bolt installed in a tapped part in order to avoid the threads stripping remains a very current problem in the design of the thread assemblies. It does not exist a calculation method formalized for the cases where the bolt is screwed directly in a ductile material. In this article, we study the behavior of the threads stripping of a loaded assembly by using a modelling by finite elements and a rupture criterion by damage. This modelling enables us to study the different parameters likely to influence the behavior of this bolted connection. We study in particular, the influence of couple of materials constituting the connection, of the bolt-s diameter and the geometrical characteristics of th...
This paper investigates the effect of bolt threads on the initial stiffness of double-shear bolted c...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
International audienceSelf-loosening of bolts is a problem encountered in many industrial fields, an...
A detailed finite element (FE) study is presented investigating the factors affecting the failure mo...
The purpose of this thesis is to study the behaviour of bolted steel connections subjected to tensio...
Failure of bolts exposed to tension is generally avoided in the design of bolted connections due to ...
The purpose of this master thesis is to investigate how the nut position affects the failure mode of...
In order to design a reasonable thread connection structure, it is necessary to understand the axial...
In steel structures, owing to technological aspects, frequently bolting access is difficult. To over...
Abstract: The main objective of this paper is to study the loosening tendency of a threaded fastener...
Intensive finite element analyses (FEA) were carried out to investigate the effects of thread modell...
A detailed FE study is presented investigating the factors affecting failure modes of bolt assemblie...
The purpose of this thesis is to study the behaviour of the connection between the guardrail and pos...
Thread failure of bolt and nut assemblies subjected to tension is generally undesired because it is ...
Bolted connections are widely adopted in steel structures and their behaviour affects to a large ext...
This paper investigates the effect of bolt threads on the initial stiffness of double-shear bolted c...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
International audienceSelf-loosening of bolts is a problem encountered in many industrial fields, an...
A detailed finite element (FE) study is presented investigating the factors affecting the failure mo...
The purpose of this thesis is to study the behaviour of bolted steel connections subjected to tensio...
Failure of bolts exposed to tension is generally avoided in the design of bolted connections due to ...
The purpose of this master thesis is to investigate how the nut position affects the failure mode of...
In order to design a reasonable thread connection structure, it is necessary to understand the axial...
In steel structures, owing to technological aspects, frequently bolting access is difficult. To over...
Abstract: The main objective of this paper is to study the loosening tendency of a threaded fastener...
Intensive finite element analyses (FEA) were carried out to investigate the effects of thread modell...
A detailed FE study is presented investigating the factors affecting failure modes of bolt assemblie...
The purpose of this thesis is to study the behaviour of the connection between the guardrail and pos...
Thread failure of bolt and nut assemblies subjected to tension is generally undesired because it is ...
Bolted connections are widely adopted in steel structures and their behaviour affects to a large ext...
This paper investigates the effect of bolt threads on the initial stiffness of double-shear bolted c...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
International audienceSelf-loosening of bolts is a problem encountered in many industrial fields, an...