Add to ORKGIn order to achieve a fill! plastic distribution of forces in a shear bolted connection, ductility is required to the steel plate and to the [JltII€<b0lI contact zone in the firstly loaded bah rows, Knowing t/1at bolts present a brittle behavior, deformation capacity has to be obtained front ductile components as the plate-bolt in bearing. In the present paper a numerical model is proposed to evaluate the plate-bolt in bearing component. The main objective is not only to achieve it elastically but to obtain a good approximation of the post-elastic response. The proposed model has been successfully validated hv €.\p£'I‘iNtellt£1l tests on shear bolted connections petjformed at the Delft University of Technology and at the University of Ljubl...
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...
It is well known that, in order to accurately predict the behaviour of steel structures a requiremen...
This paper presents the behaviour and design procedure of bolted connections which tend to be sensit...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
This paper presents experimental results and finite element analysis of the cold-formed steel bolted...
An investigation of bolted connections with a specific geometry and bolt arrangement that require hi...
Abstract This article presents the modeling of a complete bolted connection based on a model with on...
An investigation of bolted connections with a specific geometry and bolt arrangement that require hi...
The resistance of shear bolted connections is traditionally evaluated by considering an equal distr...
The aim of this paper is to provide a formulation able to predict the resistance of simple shear con...
The aim of this paper is to provide a formulation able to predict the resistance of simple shear con...
The aim of this paper is to provide a formulation able to predict the resistance of simple shear con...
The aim of this paper is to provide a formulation able to predict the resistance of simple shear con...
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...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
It is well known that, in order to accurately predict the behaviour of steel structures a requiremen...
This paper presents the behaviour and design procedure of bolted connections which tend to be sensit...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
This paper presents experimental results and finite element analysis of the cold-formed steel bolted...
An investigation of bolted connections with a specific geometry and bolt arrangement that require hi...
Abstract This article presents the modeling of a complete bolted connection based on a model with on...
An investigation of bolted connections with a specific geometry and bolt arrangement that require hi...
The resistance of shear bolted connections is traditionally evaluated by considering an equal distr...
The aim of this paper is to provide a formulation able to predict the resistance of simple shear con...
The aim of this paper is to provide a formulation able to predict the resistance of simple shear con...
The aim of this paper is to provide a formulation able to predict the resistance of simple shear con...
The aim of this paper is to provide a formulation able to predict the resistance of simple shear con...
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...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
It is well known that, in order to accurately predict the behaviour of steel structures a requiremen...