<table cellspacing="0" cellpadding="0" border="0"> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="178"><a href="pages/page_61.html"><img src="thumbnails/s61.jpg" width="115" height="150" border="0" hspace="14" vspace="0" alt="general buckling mode of ring and stringer stiffened cylindrical shell"></a></td> <td width="178"><a href="pages/page_62.html"><img src="thumbnails/s62.jpg" width="115" height="150" border="0" hspace="14" vspace="0" alt="STAGS model of nonlinear buckling of a ring and stringer stiffened axially compressed cylindrical shell previouly optimized by PANDA2"></a></td> <td width="178"><a href="pages/page_63.html"><img src="thumbnails/s63.jpg" width="115" height="150" border="0" hspace="14" vspace="0" alt="prebuckling deformations of imperfect axially compressed cylindrical shell"></a></td> <td width="178"><a href="pages/page_64.html"><img src="thumbnails/s64.jpg" width="150" height="115" border="0" hspace="14" vspace="0" alt="some failure modes of sandwich walls"></a></td> <td width="178"><a href="pages/page_65.html"><img src="thumbnails/s65.jpg" width="115" height="150" border="0" hspace="14" vspace="0" alt="more sandwich failure modes"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="178"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">general buckling mode of ring and stringer stiffened cylindrical shell</small></td></tr></table></td> <td width="178"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS model of nonlinear buckling of a ring and stringer stiffened axially compressed cylindrical shell previouly optimized by PANDA2</small></td></tr></table></td> <td width="178"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">prebuckling deformations of imperfect axially compressed cylindrical shell</small></td></tr></table></td> <td width="178"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">some failure modes of sandwich walls</small></td></tr></table></td> <td width="178"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">more sandwich failure modes</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="178"><a href="pages/page_66.html"><img src="thumbnails/s66.jpg" width="115" height="150" border="0" hspace="14" vspace="0" alt="sandwich face sheet wrinkling"></a></td> <td width="178"><a href="pages/page_67.html"><img src="thumbnails/s67.jpg" width="150" height="115" border="0" hspace="14" vspace="0" alt="influence of stiffener web root on face sheet deformation"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="178"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">sandwich face sheet wrinkling</small></td></tr></table></td> <td width="178"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">influence of stiffener web root on face sheet deformation</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

Buckled Shells

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

Generated by Galerie
Sunday, March 3, 2013