A technique for finding the stiffnesses and shear flows in multi-cell thin-walled girders subjected to linear elastic torsion is proposed. The girder is thought as the superposition of elementary closed tracks, just like open girders are the juxtaposition of thin strips. For each track there is a uniform value of the stress flow function, found by means of a linear system of compatibility equations resembling those for the redundant reactions in statically indeterminate frames. The connection between the proposed approach and fundamental properties of graphs is discussed; the advantages with respect to the standard procedures are also enlightened referring to two sample cross-sections
The governing differential equations of equilibrium for flexural-torsional-distortional analysis of ...
In this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Ne...
The classical theory of thin-walled members has been applied extensively in practice. Since the theo...
Frequently flexural members are made of single or multiple cellular sections due to a variety of rea...
The paper is focused on the stress analysis of thin-walled multicell sections subjected to pure tors...
This research extends Maisel's (1982) methodology, the generalization of Vlasov's, simple beam theor...
<p>- In this work a single cell and a double cell mono symmetric box girder study profile with the s...
In this study, the torsional and distortional performance of a three triangular cell trapezoidal box...
Steel curved girder bridges are largely used today in motorways and railways. They are often compose...
Steel curved girder bridges are largely used today in motorways and railways. They are often compose...
AbstractThis paper deals with the torsion analysis of steel members with thin-walled open cross sect...
Steel curved girder bridges are largely used today in motorways and railways. They are often compose...
In this work, the response of thin-walled double spine mono-symmetric box girder frame to torsional ...
The first part of the paper develops a theory for the torsional analysis for open thin-walled beams ...
AbstractThis paper deals with the torsion analysis of steel members with thin-walled open cross sect...
The governing differential equations of equilibrium for flexural-torsional-distortional analysis of ...
In this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Ne...
The classical theory of thin-walled members has been applied extensively in practice. Since the theo...
Frequently flexural members are made of single or multiple cellular sections due to a variety of rea...
The paper is focused on the stress analysis of thin-walled multicell sections subjected to pure tors...
This research extends Maisel's (1982) methodology, the generalization of Vlasov's, simple beam theor...
<p>- In this work a single cell and a double cell mono symmetric box girder study profile with the s...
In this study, the torsional and distortional performance of a three triangular cell trapezoidal box...
Steel curved girder bridges are largely used today in motorways and railways. They are often compose...
Steel curved girder bridges are largely used today in motorways and railways. They are often compose...
AbstractThis paper deals with the torsion analysis of steel members with thin-walled open cross sect...
Steel curved girder bridges are largely used today in motorways and railways. They are often compose...
In this work, the response of thin-walled double spine mono-symmetric box girder frame to torsional ...
The first part of the paper develops a theory for the torsional analysis for open thin-walled beams ...
AbstractThis paper deals with the torsion analysis of steel members with thin-walled open cross sect...
The governing differential equations of equilibrium for flexural-torsional-distortional analysis of ...
In this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Ne...
The classical theory of thin-walled members has been applied extensively in practice. Since the theo...