This paper is principally aimed to present an analysis of constraints applied to a thin-walled beam. A particular type of constraints; i.e., the constraints of warping are considered in detail. A theorem on the constraints that make warping impossible has been proved."Więzy deplanacji" przyłożone do belki cienkościennej Celem pracy jest analiza więzów zewnętrznych, którym poddana jest belka o profilu cienkościennym. W zsczególności omówione zostały więzy uniemożliwiające spaczenie ścianki poprzecznej, do której zostały one przyłożone. Sformułowano i udowodniono stosowne stwierdzenie
peer reviewedBased on a formulation on the special Euclidean group SE(3), a geometrically exact thin...
In this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Ne...
This thesis deals with the solution of simple and non-uniform torsion with restricted warping of non...
We present two applications of a direct one-dimensional beam model suitable for describing the buckl...
The principal aim of the present paper is to analyse influence of shear stress on drformation of thi...
We present two applications of a direct one-dimensional beam model suitable for describing the buckl...
Thin-walled beams are of widespread application: they have high bending stiffness in at least a prin...
The equations of motion for a bent beam of compact cross-section, are presented in this work. They a...
The considerable progress in the research and development of thin-walled beam structures responds to...
katedra: KMP; přílohy: 1 CD ROM; rozsah: 68s, 18sThis thesis is based on warping theory of thin-wall...
The paper deals with cold-formed thin-walled beams with the Z-, S- and Clothoid-section. A short sur...
We investigate inner shearing constraints for a direct one-dimensional beam model coarsely describin...
We present the effect of warping constraints on the buckling of a thin-walled two-bar ('Roorda') pla...
A beam model aimed at describing the flexural-torsional buckling of thin-walled members with non-sym...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
peer reviewedBased on a formulation on the special Euclidean group SE(3), a geometrically exact thin...
In this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Ne...
This thesis deals with the solution of simple and non-uniform torsion with restricted warping of non...
We present two applications of a direct one-dimensional beam model suitable for describing the buckl...
The principal aim of the present paper is to analyse influence of shear stress on drformation of thi...
We present two applications of a direct one-dimensional beam model suitable for describing the buckl...
Thin-walled beams are of widespread application: they have high bending stiffness in at least a prin...
The equations of motion for a bent beam of compact cross-section, are presented in this work. They a...
The considerable progress in the research and development of thin-walled beam structures responds to...
katedra: KMP; přílohy: 1 CD ROM; rozsah: 68s, 18sThis thesis is based on warping theory of thin-wall...
The paper deals with cold-formed thin-walled beams with the Z-, S- and Clothoid-section. A short sur...
We investigate inner shearing constraints for a direct one-dimensional beam model coarsely describin...
We present the effect of warping constraints on the buckling of a thin-walled two-bar ('Roorda') pla...
A beam model aimed at describing the flexural-torsional buckling of thin-walled members with non-sym...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
peer reviewedBased on a formulation on the special Euclidean group SE(3), a geometrically exact thin...
In this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Ne...
This thesis deals with the solution of simple and non-uniform torsion with restricted warping of non...