Abstract: The rotational stiffness of bolted connections can be properly predicted by means of the so-called “component method.” In this method, the T-stub plays a fundamental role, because it is used to compute the stiffness ...

Abstract: The work presented in this paper represents the first step of a research activity aimed at the prediction of the plastic rotation supply of partial-strength bolted connections, starting from the knowledge of their geometrical ...

Abstract: This paper presents the results of an experimental program devoted to the validation of a theoretical model for predicting the ultimate behavior of bolted T-stubs under monotonic loading conditions. Twelve specimens have ...

Abstract: Metal members are able to exhibit plastic deformations whose amplitude depends on the local slenderness of the plate elements constituting the member section, provided that global instabilities are prevented. This local ...