This volume contains the memory of the ‘Final project's analysis of a branched crosssection through the Generalized Beam Theory’. The study, as it is indicated in the title, focuses on the analysis of a profile of branched opened section with thin walls, similar to those made with the cold rolling processes. The analysis is done using the Generalized Beam Theory (GBT). The GBT can unify the classical theories for prismatic profiles in a single expression. Classical theories include, independently, four main modes of deformation: the axial, bending according to the two principal axes and torsion. In these four modes, section behaves as an undeformable rigid section without displaying any distortion. Using the GBT, it is possible to recover e...
This paper presents an enchanted dynamic approach for the cross-section analysis of generic multi-co...
This paper presents a procedure for the determination of the conventional modes to be used in the fr...
This paper proposes a new approach for the evaluation of the conventional modes, i.e. rigid, distort...
This volume contains the memory of the ‘Final project's analysis of a branched crosssection through...
Many structural systems involve thin-walled beams that must operate in a complex loading environment...
peer reviewedThis paper presents a formulation allowing the application of generalised beam theory (...
Generalised Beam Theory (GBT) has been developed by Professor R Schardt and his colleagues at the Un...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
In this work, the Generalized Beam Theory (GBT) is used as the main tool to analyze the mechanics of...
In this work, the first-order behavior of naturally curved thin-walled bars with circular axis, with...
The Generalized Beam Theory (GBT) is a reliable tool for the linear and nonlinear analysis of thin-w...
International audienceThis paper presents a formulation of Generalised Beam Theory (GBT) intended to...
none4noA new formulation of the Generalized Beam Theory (GBT) that coherently accounts for shear def...
In this paper, a simplified approach to identify sectional deformation modes of prismatic cross-sect...
This paper outlines the use of the Generalised Beam Theory (GBT) approach to study the structural be...
This paper presents an enchanted dynamic approach for the cross-section analysis of generic multi-co...
This paper presents a procedure for the determination of the conventional modes to be used in the fr...
This paper proposes a new approach for the evaluation of the conventional modes, i.e. rigid, distort...
This volume contains the memory of the ‘Final project's analysis of a branched crosssection through...
Many structural systems involve thin-walled beams that must operate in a complex loading environment...
peer reviewedThis paper presents a formulation allowing the application of generalised beam theory (...
Generalised Beam Theory (GBT) has been developed by Professor R Schardt and his colleagues at the Un...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
In this work, the Generalized Beam Theory (GBT) is used as the main tool to analyze the mechanics of...
In this work, the first-order behavior of naturally curved thin-walled bars with circular axis, with...
The Generalized Beam Theory (GBT) is a reliable tool for the linear and nonlinear analysis of thin-w...
International audienceThis paper presents a formulation of Generalised Beam Theory (GBT) intended to...
none4noA new formulation of the Generalized Beam Theory (GBT) that coherently accounts for shear def...
In this paper, a simplified approach to identify sectional deformation modes of prismatic cross-sect...
This paper outlines the use of the Generalised Beam Theory (GBT) approach to study the structural be...
This paper presents an enchanted dynamic approach for the cross-section analysis of generic multi-co...
This paper presents a procedure for the determination of the conventional modes to be used in the fr...
This paper proposes a new approach for the evaluation of the conventional modes, i.e. rigid, distort...