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![An axially loaded silo supported on columns that generate local axial compression and in-plane shear reactions in the shell wall](thumbnails/s391.jpg) |
![Axial load - axial displacement curves with various analytical models](thumbnails/s392.jpg) |
![Deformation patterns from the MNA, LBA and GNA numerical simulations](thumbnails/s393.jpg) |
![Deformation patterns from the GMNA, GMNIA(em1) and GMNIA(weld) numerical simulations](thumbnails/s394.jpg) |
![Buckling mode of a thin-walled cylindrical shell tower for a billboard subject to wind loading](thumbnails/s395.jpg) |
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An axially loaded silo supported on columns that generate local axial compression and in-plane shear reactions in the shell wall |
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Axial load - axial displacement curves with various analytical models |
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Deformation patterns from the MNA, LBA and GNA numerical simulations |
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Deformation patterns from the GMNA, GMNIA(em1) and GMNIA(weld) numerical simulations |
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Buckling mode of a thin-walled cylindrical shell tower for a billboard subject to wind loading |
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![Axisymmetric elastic-plastic collapse of axially compressed tube](thumbnails/s396.jpg) |
![Axisymmetric deformations of axially compressed tubes with two different boundary conditions, (a) and (b)](thumbnails/s397.jpg) |
![Axially compressed elastic-plastic axisymmetric collapse of 2 different tubes (A230 and A300) from flow theory versus deformation theory](thumbnails/s398.jpg) |
![Types of buckling of liquid-filled tanks during an earthquake](thumbnails/s399.jpg) |
![Tubular shell energy harvester](thumbnails/s400.jpg) |
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Axisymmetric elastic-plastic collapse of axially compressed tube |
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Axisymmetric deformations of axially compressed tubes with two different boundary conditions, (a) and (b) |
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Axially compressed elastic-plastic axisymmetric collapse of 2 different tubes (A230 and A300) from flow theory versus deformation theory |
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Types of buckling of liquid-filled tanks during an earthquake |
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Tubular shell energy harvester |
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![Axially compressed axially and circumferentially corrugated cylindrical shells](thumbnails/s401.jpg) |
![Axially compressed axially and circumferentially corrugated cylindrical shells: Load-end-shortening curves and material failure](thumbnails/s402.jpg) |
![Buckling of axially compressed tube with cutout](thumbnails/s403.jpg) |
![Residual stress in a cylindrical shell formed by bending and springback of an elastic-plastic flat sheet](thumbnails/s404.jpg) |
![Porous functionally graded cylindrical panel](thumbnails/s405.jpg) |
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Axially compressed axially and circumferentially corrugated cylindrical shells |
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Axially compressed axially and circumferentially corrugated cylindrical shells: Load-end-shortening curves and material failure |
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Buckling of axially compressed tube with cutout |
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Residual stress in a cylindrical shell formed by bending and springback of an elastic-plastic flat sheet |
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Porous functionally graded cylindrical panel |
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