<table cellspacing="0" cellpadding="0" border="0"> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="208"><a href="pages/page_316.html"><img src="thumbnails/s316.jpg" width="180" height="167" border="0" hspace="14" vspace="0" alt="Post-buckling deformations of spirally welded cylindrical shells"></a></td> <td width="208"><a href="pages/page_317.html"><img src="thumbnails/s317.jpg" width="169" height="161" border="0" hspace="14" vspace="0" alt="Local post-buckling of a long cylindrical shell under overall bending"></a></td> <td width="208"><a href="pages/page_318.html"><img src="thumbnails/s318.jpg" width="155" height="180" border="0" hspace="14" vspace="0" alt="Wrinkling of plate under axial tension"></a></td> <td width="208"><a href="pages/page_319.html"><img src="thumbnails/s319.jpg" width="180" height="118" border="0" hspace="14" vspace="0" alt="Buckling of a thick-walled tube under pressure"></a></td> <td width="208"><a href="pages/page_320.html"><img src="thumbnails/s320.jpg" width="180" height="110" border="0" hspace="14" vspace="0" alt="Axially compressed imperfect cylindrical shell: Find the gentlest postbuckling behavior of an imperfect shell by varying the shape of the imperfection"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Post-buckling deformations of spirally welded cylindrical shells</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local post-buckling of a long cylindrical shell under overall bending</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Wrinkling of plate under axial tension</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of a thick-walled tube under pressure</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially compressed imperfect cylindrical shell: Find the gentlest postbuckling behavior of an imperfect shell by varying the shape of the imperfection</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="208"><a href="pages/page_321.html"><img src="thumbnails/s321.jpg" width="180" height="139" border="0" hspace="14" vspace="0" alt="Comparison of test and theory for an axially compressed cylindrical core-shell with R/h=125"></a></td> <td width="208"><a href="pages/page_322.html"><img src="thumbnails/s322.jpg" width="180" height="148" border="0" hspace="14" vspace="0" alt="Buckling of an axially compressed column with large holes"></a></td> <td width="208"><a href="pages/page_323.html"><img src="thumbnails/s323.jpg" width="180" height="82" border="0" hspace="14" vspace="0" alt="Vibrating composite cylindrical shell on nonlinear elastic foundations"></a></td> <td width="208"><a href="pages/page_324.html"><img src="thumbnails/s324.jpg" width="180" height="104" border="0" hspace="14" vspace="0" alt="Large deformation of a cantilevered half cylindrical shell with a downward load at its free end"></a></td> <td width="208"><a href="pages/page_325.html"><img src="thumbnails/s325.jpg" width="180" height="136" border="0" hspace="14" vspace="0" alt="Unit model of an example of a periodic structure"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Comparison of test and theory for an axially compressed cylindrical core-shell with R/h=125</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of an axially compressed column with large holes</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Vibrating composite cylindrical shell on nonlinear elastic foundations</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large deformation of a cantilevered half cylindrical shell with a downward load at its free end</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Unit model of an example of a periodic structure</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="208"><a href="pages/page_326.html"><img src="thumbnails/s326.jpg" width="180" height="171" border="0" hspace="14" vspace="0" alt="Dimensions, properties, and buckling modes of an axially compressed composite cylindrical shell"></a></td> <td width="208"><a href="pages/page_327.html"><img src="thumbnails/s327.jpg" width="115" height="180" border="0" hspace="14" vspace="0" alt="Buckling eigenvalue density (Fig.1), prebuckled shape of imperfect shell at limit load and worst imperfection shape (Fig.2)"></a></td> <td width="208"><a href="pages/page_328.html"><img src="thumbnails/s328.jpg" width="180" height="123" border="0" hspace="14" vspace="0" alt="Electric transmission tower with Concrete-Filled Steel Tubes (CFST)"></a></td> <td width="208"><a href="pages/page_329.html"><img src="thumbnails/s329.jpg" width="180" height="164" border="0" hspace="14" vspace="0" alt="Finite element model of CFST under axial compression"></a></td> <td width="208"><a href="pages/page_330.html"><img src="thumbnails/s330.jpg" width="136" height="180" border="0" hspace="14" vspace="0" alt="Typical failure modes of (a) CFST and (b) hollow stub column specimens"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Dimensions, properties, and buckling modes of an axially compressed composite cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling eigenvalue density (Fig.1), prebuckled shape of imperfect shell at limit load and worst imperfection shape (Fig.2)</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Electric transmission tower with Concrete-Filled Steel Tubes (CFST)</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Finite element model of CFST under axial compression</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Typical failure modes of (a) CFST and (b) hollow stub column specimens</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

unstiffened cylindrical shells

Click on a photo to see more information and (in most cases) to see a larger image.

Generated by Galerie
Sunday, December 27, 2020