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![Post-buckling deformations of spirally welded cylindrical shells](thumbnails/s316.jpg) |
![Local post-buckling of a long cylindrical shell under overall bending](thumbnails/s317.jpg) |
![Wrinkling of plate under axial tension](thumbnails/s318.jpg) |
![Buckling of a thick-walled tube under pressure](thumbnails/s319.jpg) |
![Axially compressed imperfect cylindrical shell: Find the gentlest postbuckling behavior of an imperfect shell by varying the shape of the imperfection](thumbnails/s320.jpg) |
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Post-buckling deformations of spirally welded cylindrical shells |
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Local post-buckling of a long cylindrical shell under overall bending |
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Wrinkling of plate under axial tension |
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Buckling of a thick-walled tube under pressure |
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Axially compressed imperfect cylindrical shell: Find the gentlest postbuckling behavior of an imperfect shell by varying the shape of the imperfection |
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![Comparison of test and theory for an axially compressed cylindrical core-shell with R/h=125](thumbnails/s321.jpg) |
![Buckling of an axially compressed column with large holes](thumbnails/s322.jpg) |
![Vibrating composite cylindrical shell on nonlinear elastic foundations](thumbnails/s323.jpg) |
![Large deformation of a cantilevered half cylindrical shell with a downward load at its free end](thumbnails/s324.jpg) |
![Unit model of an example of a periodic structure](thumbnails/s325.jpg) |
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Comparison of test and theory for an axially compressed cylindrical core-shell with R/h=125 |
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Buckling of an axially compressed column with large holes |
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Vibrating composite cylindrical shell on nonlinear elastic foundations |
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Large deformation of a cantilevered half cylindrical shell with a downward load at its free end |
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Unit model of an example of a periodic structure |
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![Dimensions, properties, and buckling modes of an axially compressed composite cylindrical shell](thumbnails/s326.jpg) |
![Buckling eigenvalue density (Fig.1), prebuckled shape of imperfect shell at limit load and worst imperfection shape (Fig.2)](thumbnails/s327.jpg) |
![Electric transmission tower with Concrete-Filled Steel Tubes (CFST)](thumbnails/s328.jpg) |
![Finite element model of CFST under axial compression](thumbnails/s329.jpg) |
![Typical failure modes of (a) CFST and (b) hollow stub column specimens](thumbnails/s330.jpg) |
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Dimensions, properties, and buckling modes of an axially compressed composite cylindrical shell |
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Buckling eigenvalue density (Fig.1), prebuckled shape of imperfect shell at limit load and worst imperfection shape (Fig.2) |
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Electric transmission tower with Concrete-Filled Steel Tubes (CFST) |
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Finite element model of CFST under axial compression |
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Typical failure modes of (a) CFST and (b) hollow stub column specimens |
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