The panel analysis and optimization code VICONOPT, based on exact strip theory, is utilized to investigate the postbuckling stability of a stiffened aerospace panel in a torsional buckled state. The paper shows that the postbuckling characteristics of a panel buckling in a torsional mode has similarity to the postbuckling behavior of a panel with a skin initiated mode and a panel initiated mode. The postbuckled stiffness of the torsional mode is similar to the skin mode in terms of load versus end shortening and is similar to the panel postbuckling behavior in terms of load versus out-of-plane deflection. If the panel has stiffeners of more than one size then there are multiple torsional modes. For panel design it is suggested that small st...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...
The panel analysis and optimization code VICONOPT, based on exact strip theory, is utilized to inves...
Postbuckling results are presented for isotropic stiffened panels loaded in compression. Comparisons...
Postbuckling results are presented for isotropic stiffened panels loaded in compression. Comparisons...
Postbuckling results are presented for isotropic stiffened panels loaded in compression. Comparisons...
In this article, a comparative study is presented on the post buckling load redistribution in stiffe...
Modern fiber placement machines allow laminates with spatially varying stiffness properties to be ma...
A compressively-loaded stiffened panel has been designed with post-buckling reserve of strength in i...
The efficient, industrially used, linear elastic preliminary design software VICONOPT is employed to...
It is well known [1] that non-closely stiffened panels can have considerable postbuckling reserve st...
The large strength reserves of stiffened composite structures in the postbuckling range appeal to th...
The large strength reserves of stiffened composite structures in the postbuckling range appeal to th...
This MSc thesis addresses the study of buckling and post-buckling of composite plates with elastic r...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...
The panel analysis and optimization code VICONOPT, based on exact strip theory, is utilized to inves...
Postbuckling results are presented for isotropic stiffened panels loaded in compression. Comparisons...
Postbuckling results are presented for isotropic stiffened panels loaded in compression. Comparisons...
Postbuckling results are presented for isotropic stiffened panels loaded in compression. Comparisons...
In this article, a comparative study is presented on the post buckling load redistribution in stiffe...
Modern fiber placement machines allow laminates with spatially varying stiffness properties to be ma...
A compressively-loaded stiffened panel has been designed with post-buckling reserve of strength in i...
The efficient, industrially used, linear elastic preliminary design software VICONOPT is employed to...
It is well known [1] that non-closely stiffened panels can have considerable postbuckling reserve st...
The large strength reserves of stiffened composite structures in the postbuckling range appeal to th...
The large strength reserves of stiffened composite structures in the postbuckling range appeal to th...
This MSc thesis addresses the study of buckling and post-buckling of composite plates with elastic r...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...
The theoretical buckling performance of thin walled panels under compression can be predicted using ...