An equivalent T-stub model is an essential tool for the prediction of the behaviour of steel
bolted connections. It is usually employed to represent the tension-loaded components of …

The analytical method for the calculation of the properties of a bolted joint established by the
structural Eurocodes proposes the T-stub as a component for the characterization of the …

This paper investigates the behaviour of the blind-bolt Hollobolt when used in moment-
resisting connections. This is done through an investigation into its effects on the initial …

Following the experimental study on EN 1.4003 ferritic stainless steel T-stubs in tension
discussed in the companion paper, this study reports the development and validation of an …

A connection shall be designed so that inelastic behavior is controlled either by flexural
yielding of the beam in combination with shear yielding of the column panel zone, or by …

This paper is focused on the behaviour of aluminium alloy T-stub joints. The analysis is
developed by means of finite element method simulation carried out with the non-linear …

The work in this paper presents the results of a series of finite-element simulations aiming at
the prediction of initial stiffness and ultimate moment for T-stub connections. The developed …

Many experimental and numerical studies were conducted to study the cyclic behaviour of
steel beam-to-column connections; however, most of the proposed numerical works …

Recently, a series of experimental tests and accompanying numerical studies has been
conducted on austenitic and duplex stainless steel moment resisting connections which …

The T-stub model is widely accepted as a simplified model for the characterization of the
behaviour of the tension zone of a bolted joint, which is often the most important source of …