Add to ORKGA new approach to numerical simulation of behavior of thin-walled beams of open cross-section with some warping stiffeners is presented. The structure model consists of one-dimensional finite elements described by the standard theory of thin-walled beams with non-deformable cross-section and FEM superelements with warping stiffeners. Comparative study of different kinds of modeling of the beams is performed; some numerical examples of simulation of I-beams behavior are given
A direct 1D model able to describe the mechanical behaviour of thin-walled beams is used to analyse ...
In this paper, the direct one-dimensional beam model introduced by one of the authors is refined to ...
A non-linear one-dimensional model of inextensional, shear undeformable, thin-walledbeam with an ope...
The paper presents a hybrid finite-element model for calculation of stresses and deformations of thi...
The considerable progress in the research and development of thin-walled beam structures responds to...
The first part of the paper develops a theory for the torsional analysis for open thin-walled beams ...
A beam model aimed at describing the flexural-torsional buckling of thin-walled members with non-sym...
Thin-walled beams are of widespread application: they have high bending stiffness in at least a prin...
The aim of the paper is the numerical and experimental validation of a previously developed nonlinea...
This paper presents three beam Finite Element (FE) formulations developed for the analysis of thin-w...
Thin-walled open section beams are carefully analysed by Vlasov's theory of the sectorial areas. It ...
In this paper, results of numerical simulations and measurements are presented concerning the non-un...
This paper focuses on the dynamic response of thin-walled structural elements. A mixed three-dimensi...
In this paper we are discussing the problem of behaviour of frames composed of thin-walled members w...
In this paper, the direct one-dimensional beam model introduced by one of the authors is refined to ...
A direct 1D model able to describe the mechanical behaviour of thin-walled beams is used to analyse ...
In this paper, the direct one-dimensional beam model introduced by one of the authors is refined to ...
A non-linear one-dimensional model of inextensional, shear undeformable, thin-walledbeam with an ope...
The paper presents a hybrid finite-element model for calculation of stresses and deformations of thi...
The considerable progress in the research and development of thin-walled beam structures responds to...
The first part of the paper develops a theory for the torsional analysis for open thin-walled beams ...
A beam model aimed at describing the flexural-torsional buckling of thin-walled members with non-sym...
Thin-walled beams are of widespread application: they have high bending stiffness in at least a prin...
The aim of the paper is the numerical and experimental validation of a previously developed nonlinea...
This paper presents three beam Finite Element (FE) formulations developed for the analysis of thin-w...
Thin-walled open section beams are carefully analysed by Vlasov's theory of the sectorial areas. It ...
In this paper, results of numerical simulations and measurements are presented concerning the non-un...
This paper focuses on the dynamic response of thin-walled structural elements. A mixed three-dimensi...
In this paper we are discussing the problem of behaviour of frames composed of thin-walled members w...
In this paper, the direct one-dimensional beam model introduced by one of the authors is refined to ...
A direct 1D model able to describe the mechanical behaviour of thin-walled beams is used to analyse ...
In this paper, the direct one-dimensional beam model introduced by one of the authors is refined to ...
A non-linear one-dimensional model of inextensional, shear undeformable, thin-walledbeam with an ope...