Abstract. The paper presents a numerical model, which allows one to determine the wrin-kling stress in sandwich panels. The wrinkling of the compressed face of sandwich panel can be caused by a bending moment or axial force. The developed model enables one to take into account various boundary conditions and micro-profiling of sandwich faces. Damage initiation and propagation in the interface between the face and the sandwich core is defined, too. The numerical procedures and parameters of the FE model are discussed. The obtained solutions are related to the results of actual experiments
A new approach to the solution of the problem of wrinkling in sandwich structures subject to a combi...
Sandwich panels exhibit various types of failure modes depending on the steel face used. For the fla...
The localized wrinkling instability, and the overall buckling of these panels due to axial compressi...
The paper presents a numerical model, which allows one to determine the wrinkling stress in sandwich...
The works that have been already published on sandwich face wrinkling consider isotropic or almost i...
ABSTRACT: The works that have been already published on sandwich face wrinkling consider isotropic o...
The problem of face wrinkling in sandwich structures was identified as an important failure mode and...
The paper concerns the phenomenon of wrinkling of compressed facing of a sandwich panel. The paramet...
This paper examines the compressive failure mechanism in edge-to-edge loaded corrugated sandwich pan...
This paper examines the compressive failure mechanism in edge-to-edge loaded corrugated sandwich pan...
This paper examines the compressive failure mechanism in edge-to-edge loaded corrugated sandwich pan...
This paper deals with the local loss of stability (wrinkling) problem of a thin facing of a sandwich...
An advanced design of sandwich structures does not only require the knowledge of the global stress- ...
The paper is devoted to sandwich beams under pure bending. The local buckling problem is analysed. T...
The paper is concerned with wrinkling of thin facings in sandwich structures with a bi-modular elast...
A new approach to the solution of the problem of wrinkling in sandwich structures subject to a combi...
Sandwich panels exhibit various types of failure modes depending on the steel face used. For the fla...
The localized wrinkling instability, and the overall buckling of these panels due to axial compressi...
The paper presents a numerical model, which allows one to determine the wrinkling stress in sandwich...
The works that have been already published on sandwich face wrinkling consider isotropic or almost i...
ABSTRACT: The works that have been already published on sandwich face wrinkling consider isotropic o...
The problem of face wrinkling in sandwich structures was identified as an important failure mode and...
The paper concerns the phenomenon of wrinkling of compressed facing of a sandwich panel. The paramet...
This paper examines the compressive failure mechanism in edge-to-edge loaded corrugated sandwich pan...
This paper examines the compressive failure mechanism in edge-to-edge loaded corrugated sandwich pan...
This paper examines the compressive failure mechanism in edge-to-edge loaded corrugated sandwich pan...
This paper deals with the local loss of stability (wrinkling) problem of a thin facing of a sandwich...
An advanced design of sandwich structures does not only require the knowledge of the global stress- ...
The paper is devoted to sandwich beams under pure bending. The local buckling problem is analysed. T...
The paper is concerned with wrinkling of thin facings in sandwich structures with a bi-modular elast...
A new approach to the solution of the problem of wrinkling in sandwich structures subject to a combi...
Sandwich panels exhibit various types of failure modes depending on the steel face used. For the fla...
The localized wrinkling instability, and the overall buckling of these panels due to axial compressi...