In order to predict the T-stub behaviour, simplified theoretical models are provided by
Eurocode 3 that allow to evaluate the T-stub stiffness and strength. Conversely, there are no …

This paper refers to component based finite element model (CBFEM). Design focussed
component model (CM) is compared to design finite element (DFEM) and research finite …

This paper focuses on discussions about establishing the design resistance of hollow
section joints, which have now been ongoing for 30 years. The question arose once physical …

This paper introduces CBFEM (component-based finite element model) which is a new
method to analyze and design connections of steel structures. Design focused CM …

The paper focuses on the design of fillet welds of regular structural steel. It presents a
numerical design calculation (NDC) method for assessing weld resistance using the regular …

This paper presents experimental and numerical studies to investigate the mechanical
behavior of bolted lap joints at elevated temperatures. The load-deformation curves, failure …

This paper presents a study using the component-based finite element method (CBFEM) to
analyse the behaviour bolted joints in fire. The model was verified and validated on …

Welded structural hollow sections are becoming increasingly used in contemporary civil
engineering buildings. More specific design techniques are needed for connections in steel …

This paper describes the principles of multi‐level Finite Element modeling for design of
structural steel joints. The integral part of the design by Finite Elements is the Validation and …

The failure of steel connections can lead to the progressive collapse of the entire structure.
Accurate modelling of steel connections at elevated temperature allows structural fire …