W pracy przeanalizowano stateczność prostokątnych ortotropowych płyt z rozwarstwieniami biegnącymi wzdłuż całej długości płyty. Przyjęto, że płyty są swobodnie pod na obciążonych końcach. Zagadnienie rozwiązano w ramach pierwszego rzędu przybliżenia teorii Koitera ( 1) przy wykorzystaniu macierzy przejścia. Przeanalizowano wpływ wymiarów geometrycznych rozwarstwienia na stateczność płyt.This investigation is concerned with buckling of thin-walled plate with longitudinal delamination under axial compression. The plate is assumed to be simply supported at the ends. The asymptotic expansion established by Byskov and Hutchinson is employed in the numerical calculation in the form of the transition matrix method. The calculations are carrie...
This paper presents elastic buckling and post-buckling analysis of an axially loaded isotropic beam-...
This paper deals with stability analysis of clamped rectangular orthotropic thin plates subjected to...
The solution to the problem of the stability of a rectangular orthotropic plate is described by the ...
This study presents an analytical solution to the problem of delamination growth and buckling in a l...
Praca wykonana w ramach grantu KBN nr PB-138/T07/97/12W pracy analizowano zachowanie się sprężystych...
Delamination is one of the most common failure modes of laminated composite materials, and can be ca...
W pracy przeanalizowano interakcyjne wyboczenie cienkościennych ortotropowych belek-słupów. Przyjęto...
Delamination is one of the most common failure modes of laminated composite materials, and can be ca...
Delamination is one of the most common failure modes of laminated composite materials, and can be ca...
The problem of global and local stability in the inelastic range for thin-walled columns is examine...
A rectilinear crack in a thin elastic plate is considered. At tension of the plate in the perpendicu...
We analyse the buckling process of composite plates with through-the-width delamination and straight...
W pracy przedstawiono analizę wpływu parametrów geometrycznych i materiałowych na masę, stateczność...
This paper presents elastic buckling and post-buckling analysis of an axially loaded isotropic beam-...
[[abstract]]Conventionally, only three components of stress, i.e., the membrane stresses (1σxx, 1σyy...
This paper presents elastic buckling and post-buckling analysis of an axially loaded isotropic beam-...
This paper deals with stability analysis of clamped rectangular orthotropic thin plates subjected to...
The solution to the problem of the stability of a rectangular orthotropic plate is described by the ...
This study presents an analytical solution to the problem of delamination growth and buckling in a l...
Praca wykonana w ramach grantu KBN nr PB-138/T07/97/12W pracy analizowano zachowanie się sprężystych...
Delamination is one of the most common failure modes of laminated composite materials, and can be ca...
W pracy przeanalizowano interakcyjne wyboczenie cienkościennych ortotropowych belek-słupów. Przyjęto...
Delamination is one of the most common failure modes of laminated composite materials, and can be ca...
Delamination is one of the most common failure modes of laminated composite materials, and can be ca...
The problem of global and local stability in the inelastic range for thin-walled columns is examine...
A rectilinear crack in a thin elastic plate is considered. At tension of the plate in the perpendicu...
We analyse the buckling process of composite plates with through-the-width delamination and straight...
W pracy przedstawiono analizę wpływu parametrów geometrycznych i materiałowych na masę, stateczność...
This paper presents elastic buckling and post-buckling analysis of an axially loaded isotropic beam-...
[[abstract]]Conventionally, only three components of stress, i.e., the membrane stresses (1σxx, 1σyy...
This paper presents elastic buckling and post-buckling analysis of an axially loaded isotropic beam-...
This paper deals with stability analysis of clamped rectangular orthotropic thin plates subjected to...
The solution to the problem of the stability of a rectangular orthotropic plate is described by the ...