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![Mesh-free method: Pinched cylindrical shell with end diaphragms](thumbnails/s211.jpg) |
![Mesh-free method: Bursting of internally pressurized cylindrical shel with a crack](thumbnails/s212.jpg) |
![Buckling of Steel Shells (European Design Recommendations, Eurocode 3, Part 1-6, 5th Edition, revised)](thumbnails/s213.jpg) |
![Cylindrical silo buckling under granular discharge](thumbnails/s214.jpg) |
![Dynamic responses for several different pressures at a point (Node 8938) on a roofed cylindrical tank subjected to a 3-second constant wind gust](thumbnails/s215.jpg) |
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Mesh-free method: Pinched cylindrical shell with end diaphragms |
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Mesh-free method: Bursting of internally pressurized cylindrical shel with a crack |
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Buckling of Steel Shells (European Design Recommendations, Eurocode 3, Part 1-6, 5th Edition, revised) |
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Cylindrical silo buckling under granular discharge |
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Dynamic responses for several different pressures at a point (Node 8938) on a roofed cylindrical tank subjected to a 3-second constant wind gust |
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![Nonlinear dynamic analysis: deflection pattern for normalized pressure, lambda = 2.515, at time t=2.55 sec.](thumbnails/s216.jpg) |
![Different post-buckling behavior of columns, plates and shells. The dashed curves are for imperfect specimens.](thumbnails/s217.jpg) |
![Pre-buckling, Primary bifurcation buckling, and 4 post-buckling states of a uniformly axially compressed cylindrical shell. The results are from ABAQUS.](thumbnails/s218.jpg) |
![Far post-buckled states of a uniformly axially compressed cylindrical shell.](thumbnails/s219.jpg) |
![Axially compressed cylindrical shell: Comparison of post-buckling behavior from test (Esslinger) and theory (ABAQUS)](thumbnails/s220.jpg) |
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Nonlinear dynamic analysis: deflection pattern for normalized pressure, lambda = 2.515, at time t=2.55 sec. |
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Different post-buckling behavior of columns, plates and shells. The dashed curves are for imperfect specimens. |
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Pre-buckling, Primary bifurcation buckling, and 4 post-buckling states of a uniformly axially compressed cylindrical shell. The results are from ABAQUS. |
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Far post-buckled states of a uniformly axially compressed cylindrical shell. |
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Axially compressed cylindrical shell: Comparison of post-buckling behavior from test (Esslinger) and theory (ABAQUS) |
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![(a) Typical buckling mode of a perfect axially compressed isotropic cylindrical shell; (b) Cylinder with a single localized inward dimple](thumbnails/s221.jpg) |
![Measured imperfection shape in the laminated CFRP Specimen Z33. (Stacking sequence is shown two slides hence.)](thumbnails/s222.jpg) |
![Enlarged view of the imperfection shape in the laminated CFRP Specimen Z33 (from same source as the previous two slides)](thumbnails/s223.jpg) |
![Stacking sequence of the laminated CFRP Specimen Z33 (from the same source as the previous 3 slides)](thumbnails/s224.jpg) |
![Load-end-shortening behavior and deformation patterns for the perfect Specimen Z33](thumbnails/s225.jpg) |
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(a) Typical buckling mode of a perfect axially compressed isotropic cylindrical shell; (b) Cylinder with a single localized inward dimple |
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Measured imperfection shape in the laminated CFRP Specimen Z33. (Stacking sequence is shown two slides hence.) |
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Enlarged view of the imperfection shape in the laminated CFRP Specimen Z33 (from same source as the previous two slides) |
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Stacking sequence of the laminated CFRP Specimen Z33 (from the same source as the previous 3 slides) |
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Load-end-shortening behavior and deformation patterns for the perfect Specimen Z33 |
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