The subject of the paper is a sandwich beam with a crosswise or lengthwise corrugated core. The beam is made of an aluminium alloy. The plane faces and the corrugated core are glued together. Geometrical properties and rigidities of the beams are described. The load cases investigated in the work are pure bending and axial compression. The relationship between the applied bending moment and the deflection of the beam under four-point bending is discussed. The analytical and numerical (FEM) calculations as well as experimental results are described and compared. Moreover, for the axial compression, the elastic global buckling problem of the analysed beams is presented. The critical loads for the beams with the crosswise and lengthwise corrug...
The dynamic response of end-clamped monolithic beams and sandwich beams has been measured by loading...
The objective of this paper is to establish yielding criteria for a slender sandwich beam with two-l...
The sandwich beam can be considered as the multi-layered structure with a symmetrical cross-section....
The subject of analytical investigations is a metal seven-layer beam, a plate band with a lengthwise...
A two-dimensional mechanical model is developed to predict the global and local buckling of a sandwi...
In this paper, the finite element method (FEM) is employed for analyzing the strength of a bonded sa...
The paper is devoted to the analytical and numerical studies of buckling of the three-layer beams wi...
This thesis is concerned with the linear and non-linear bending analysis of sandwich beams and plate...
A two- and three-dimensional finite element analysis was carried out to analyze critical buckling lo...
A sandwich beam buckling problem is studied here using two-dimensional elasticity to model the beam ...
In an effort to improve structural design of corrugated board packages under compression load, buckl...
The paper is devoted to sandwich beams under pure bending. The local buckling problem is analysed. T...
This paper presents a new concept in steel bi-directional corrugated-core sandwich structures. The f...
Overall buckling and wrinkling of debonded sandwich beams under compressive loads were analyzed by b...
A theoretical solution for the transverse and axial deformations of sandwich cantilever beams, due t...
The dynamic response of end-clamped monolithic beams and sandwich beams has been measured by loading...
The objective of this paper is to establish yielding criteria for a slender sandwich beam with two-l...
The sandwich beam can be considered as the multi-layered structure with a symmetrical cross-section....
The subject of analytical investigations is a metal seven-layer beam, a plate band with a lengthwise...
A two-dimensional mechanical model is developed to predict the global and local buckling of a sandwi...
In this paper, the finite element method (FEM) is employed for analyzing the strength of a bonded sa...
The paper is devoted to the analytical and numerical studies of buckling of the three-layer beams wi...
This thesis is concerned with the linear and non-linear bending analysis of sandwich beams and plate...
A two- and three-dimensional finite element analysis was carried out to analyze critical buckling lo...
A sandwich beam buckling problem is studied here using two-dimensional elasticity to model the beam ...
In an effort to improve structural design of corrugated board packages under compression load, buckl...
The paper is devoted to sandwich beams under pure bending. The local buckling problem is analysed. T...
This paper presents a new concept in steel bi-directional corrugated-core sandwich structures. The f...
Overall buckling and wrinkling of debonded sandwich beams under compressive loads were analyzed by b...
A theoretical solution for the transverse and axial deformations of sandwich cantilever beams, due t...
The dynamic response of end-clamped monolithic beams and sandwich beams has been measured by loading...
The objective of this paper is to establish yielding criteria for a slender sandwich beam with two-l...
The sandwich beam can be considered as the multi-layered structure with a symmetrical cross-section....