This dissertation work focuses on the ultimate capacity and ductility of T-Stub macro-components under large deformation demands at different loading rates and temperatures. Extensive experimental testing program on T-stub components is developed to evaluate the ultimate strength and deformation capacity. Based on the experimental data, numerical models are validated and employed in a parametric numerical study aimed at studying strength, stiffness and ductility of T-Stub macro-components on two main parameters i.e. distance between the bolts and end-plate thickness.This dissertation work focuses on the ultimate capacity and ductility of T-Stub macro-components under large deformation demands at different loading rates and temperatures. Ext...
To provide a tool able to deliver an accurate prediction of the response of bolted T-stubs, a novel ...
The behavior of steel structures is significantly affected by the connections between the steel memb...
It is well known that, in order to accurately predict the behaviour of steel structures a requiremen...
Master's thesis in Offshore structural engineeringThe purpose of this thesis is to study the behavio...
Bolted end plate connections are widely used in multi-storey steel frame structures. Their design is...
This paper investigates the ultimate tensile behavior of the bolted stiffened T-stub connections usi...
Since the partial collapse of the Ronan Point apartment in London in 1968, requirements for the avoi...
The results of 32 tests on bolted T-stub connections made up of welded plates are presented and disc...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
The bolts and their arrangement strongly influence stiffness, strength and ductility of T-Stub conne...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
This paper deals with mechanical models which make it possible to reliably simulate the complete mom...
This paper deals with the behaviour of aluminium alloy T-stub joints subjected to monotonic tensile ...
Accidental loadings due to blast or impact may easily cause failure of the elements that are exposed...
To provide a tool able to deliver an accurate prediction of the response of bolted T-stubs, a novel ...
The behavior of steel structures is significantly affected by the connections between the steel memb...
It is well known that, in order to accurately predict the behaviour of steel structures a requiremen...
Master's thesis in Offshore structural engineeringThe purpose of this thesis is to study the behavio...
Bolted end plate connections are widely used in multi-storey steel frame structures. Their design is...
This paper investigates the ultimate tensile behavior of the bolted stiffened T-stub connections usi...
Since the partial collapse of the Ronan Point apartment in London in 1968, requirements for the avoi...
The results of 32 tests on bolted T-stub connections made up of welded plates are presented and disc...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
The bolts and their arrangement strongly influence stiffness, strength and ductility of T-Stub conne...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
This paper deals with mechanical models which make it possible to reliably simulate the complete mom...
This paper deals with the behaviour of aluminium alloy T-stub joints subjected to monotonic tensile ...
Accidental loadings due to blast or impact may easily cause failure of the elements that are exposed...
To provide a tool able to deliver an accurate prediction of the response of bolted T-stubs, a novel ...
The behavior of steel structures is significantly affected by the connections between the steel memb...
It is well known that, in order to accurately predict the behaviour of steel structures a requiremen...