The length-dependent behaviour domains of thin elastic cylindrical shells under uniform bending have recently received significant research attention. Ovalization is known to affect very long cylinders that undergo significant cross-sectional flattening before failing by local buckling. This effect is restrained by the end boundary conditions in shorter cylinders, which instead fail by local buckling at moments close to the classical analytical prediction. In very short cylinders, however, even this local buckling is restrained by the end boundary, and failure occurs instead through the development of a destabilizing meridional fold on the compressed side. Although this is a limit point instability under bending, ovalization does not play a...
Cylindrical metal shells with elliptical cross-sections are gaining increasing popularity as hollow ...
Thin walled cylinders under external pressure may be affected by instability phenomena particularly ...
AbstractStability of imperfect elastic cylindrical shells which are subjected to uniform axial compr...
A number of recent publications have explored the crucial relationship between the length of a thin ...
This paper presents a comprehensive computational investigation into the elastic nonlinear buckling ...
The present paper investigates structural response and buckling of long unstiffened thin-walled cyli...
The present paper investigates structural response and buckling of long unstiffened thin-walled cyli...
Recent computational investigations into the buckling behaviour of perfect elastic thin-walled cylin...
Many thin-walled cylindrical shells are used in structural applications in which the dominant loadin...
AbstractMany thin-walled cylindrical shells are used in structural applications in which the dominan...
Efforts are ongoing to characterise a comprehensive resistance function for cylindrical shells under...
The present paper examines the structural behavior of elongated steel hollow cylinders, referred to ...
The resistance of cylindrical shells and tubes under uniform bending has received significant resear...
Steel silos and tanks are commonly constructed by welding together a large number of curved steel pa...
The present paper examines the structural behavior of high-strength elongated steel cylinders, refer...
Cylindrical metal shells with elliptical cross-sections are gaining increasing popularity as hollow ...
Thin walled cylinders under external pressure may be affected by instability phenomena particularly ...
AbstractStability of imperfect elastic cylindrical shells which are subjected to uniform axial compr...
A number of recent publications have explored the crucial relationship between the length of a thin ...
This paper presents a comprehensive computational investigation into the elastic nonlinear buckling ...
The present paper investigates structural response and buckling of long unstiffened thin-walled cyli...
The present paper investigates structural response and buckling of long unstiffened thin-walled cyli...
Recent computational investigations into the buckling behaviour of perfect elastic thin-walled cylin...
Many thin-walled cylindrical shells are used in structural applications in which the dominant loadin...
AbstractMany thin-walled cylindrical shells are used in structural applications in which the dominan...
Efforts are ongoing to characterise a comprehensive resistance function for cylindrical shells under...
The present paper examines the structural behavior of elongated steel hollow cylinders, referred to ...
The resistance of cylindrical shells and tubes under uniform bending has received significant resear...
Steel silos and tanks are commonly constructed by welding together a large number of curved steel pa...
The present paper examines the structural behavior of high-strength elongated steel cylinders, refer...
Cylindrical metal shells with elliptical cross-sections are gaining increasing popularity as hollow ...
Thin walled cylinders under external pressure may be affected by instability phenomena particularly ...
AbstractStability of imperfect elastic cylindrical shells which are subjected to uniform axial compr...