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![Pre-buckling plus post-buckling cross-section distortions vary with lengths L-sub-g and L-sub-u](thumbnails/s346.jpg) |
![a) Shear buckling of a short cantilevered cylindrical shell with shear force V applied at the upper end, which has to remain circular and rotation free; b) longer shell in which both shear buckling and axial compresion buckling occur; c) compression buckling of shell with a weld sinkage](thumbnails/s347.jpg) |
![Normalized buckling load and buckling mode shapes as functions of dimensionless length, L/r, of a cylindrical tube with various radius/thickness, r/t](thumbnails/s348.jpg) |
![cantilevercylsheartocompbuck2](thumbnails/s349.jpg) |
![Wall construction of a multi-layered pipe for offshore application](thumbnails/s350.jpg) |
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Pre-buckling plus post-buckling cross-section distortions vary with lengths L-sub-g and L-sub-u |
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a) Shear buckling of a short cantilevered cylindrical shell with shear force V applied at the upper end, which has to remain circular and rotation free; b) longer shell in which both shear buckling and axial compresion buckling occur; c) compression buckling of shell with a weld sinkage |
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Normalized buckling load and buckling mode shapes as functions of dimensionless length, L/r, of a cylindrical tube with various radius/thickness, r/t |
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cantilevercylsheartocompbuck2 |
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Wall construction of a multi-layered pipe for offshore application |
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![A possibly critical event during the life of the multi-layered offshore piping](thumbnails/s351.jpg) |
![Buckling of the multi-layered flexible offshore pipe under the condition shown in the previous image](thumbnails/s352.jpg) |
![Dented aluminum alloy cylindrical shells before testing under uniform axial compression](thumbnails/s353.jpg) |
![Distribution of wind pressure on cylindrical tanks (left) and equivalent uniform pressure (right)](thumbnails/s354.jpg) |
![First 5 vibration modes of a thick cylindrical shell](thumbnails/s355.jpg) |
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A possibly critical event during the life of the multi-layered offshore piping |
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Buckling of the multi-layered flexible offshore pipe under the condition shown in the previous image |
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Dented aluminum alloy cylindrical shells before testing under uniform axial compression |
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Distribution of wind pressure on cylindrical tanks (left) and equivalent uniform pressure (right) |
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First 5 vibration modes of a thick cylindrical shell |
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![External lateral explosive on a sector of a sand-filled cylindrical shell](thumbnails/s356.jpg) |
![External explosive on a sector of a sand-filled cylindrical shell (Fig.2) and post-test deformation shapes for three values of the sector angle (phi): 45, 90 and 135 degrees (Fig. 3)](thumbnails/s357.jpg) |
![Dynamic stress concentration coefficient in tunnel lineing with different values of buried depth in soft surrounding rock](thumbnails/s358.jpg) |
![Dynamic fracture of a notched cylindrical shell with an internal explosion](thumbnails/s359.jpg) |
![Flaring process of a steel tube](thumbnails/s360.jpg) |
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External lateral explosive on a sector of a sand-filled cylindrical shell |
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External explosive on a sector of a sand-filled cylindrical shell (Fig.2) and post-test deformation shapes for three values of the sector angle (phi): 45, 90 and 135 degrees (Fig. 3) |
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Dynamic stress concentration coefficient in tunnel lineing with different values of buried depth in soft surrounding rock |
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Dynamic fracture of a notched cylindrical shell with an internal explosion |
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Flaring process of a steel tube |
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