<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_106.html"><img src="thumbnails/s106.jpg" width="122" height="180" border="0" hspace="14" vspace="0" alt="Catastrophic buckling of the axially compressed Mylar cylindrical shell with a small hole"></a></td> <td width="208"><a href="pages/page_107.html"><img src="thumbnails/s107.jpg" width="180" height="134" border="0" hspace="14" vspace="0" alt="Buckling and post-buckling of an axially compressed composite cylindrical shell with a cutout"></a></td> <td width="208"><a href="pages/page_108.html"><img src="thumbnails/s108.jpg" width="164" height="180" border="0" hspace="14" vspace="0" alt="Axially compressed cylindrical shell with an elliptical hole"></a></td> <td width="208"><a href="pages/page_109.html"><img src="thumbnails/s109.jpg" width="180" height="112" border="0" hspace="14" vspace="0" alt="Measured imperfections in the ARIANE interstage"></a></td> <td width="208"><a href="pages/page_110.html"><img src="thumbnails/s110.jpg" width="180" height="89" border="0" hspace="14" vspace="0" alt="Various tank geometries"></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">Catastrophic buckling of the axially compressed Mylar cylindrical shell with a small hole</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling and post-buckling of an axially compressed composite cylindrical shell with a cutout</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially compressed cylindrical shell with an elliptical hole</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Measured imperfections in the ARIANE interstage</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Various tank geometries</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_111.html"><img src="thumbnails/s111.jpg" width="180" height="58" border="0" hspace="14" vspace="0" alt="Cylindrical tank buckling under various loadings"></a></td> <td width="208"><a href="pages/page_112.html"><img src="thumbnails/s112.jpg" width="179" height="132" border="0" hspace="14" vspace="0" alt="1980 Earthquake buckling of filled wine tanks"></a></td> <td width="208"><a href="pages/page_113.html"><img src="thumbnails/s113.jpg" width="136" height="180" border="0" hspace="14" vspace="0" alt="Fluid-filled tank buckled in "elephant-foot" mode during Northridge earthquake in California"></a></td> <td width="208"><a href="pages/page_114.html"><img src="thumbnails/s114.jpg" width="180" height="84" border="0" hspace="14" vspace="0" alt="Rotter's analysis of Elephant's foot buckling at the bottom of a liquid storage tank"></a></td> <td width="208"><a href="pages/page_115.html"><img src="thumbnails/s115.jpg" width="180" height="145" border="0" hspace="14" vspace="0" alt="Local "elephant foot" buckling of a fluid-silled tank generated by local axial compression at a column support plus uniform internal pressure from the tank contents"></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">Cylindrical tank buckling under various loadings</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">1980 Earthquake buckling of filled wine tanks</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Fluid-filled tank buckled in "elephant-foot" mode during Northridge earthquake in California</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Rotter's analysis of Elephant's foot buckling at the bottom of a liquid storage tank</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local "elephant foot" buckling of a fluid-silled tank generated by local axial compression at a column support plus uniform internal pressure from the tank contents</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_116.html"><img src="thumbnails/s116.jpg" width="162" height="180" border="0" hspace="14" vspace="0" alt="Fluid-filled tank buckled near the top during Northridge earthquake in California"></a></td> <td width="208"><a href="pages/page_117.html"><img src="thumbnails/s117.jpg" width="180" height="128" border="0" hspace="14" vspace="0" alt="Large tank buckled during high external pressure from wind loading during a hurricane"></a></td> <td width="208"><a href="pages/page_118.html"><img src="thumbnails/s118.jpg" width="180" height="135" border="0" hspace="14" vspace="0" alt="Load-deflection curves for buckling of imperfect wind-loaded tanks of various aspect ratios: height/diameter H/D"></a></td> <td width="208"><a href="pages/page_119.html"><img src="thumbnails/s119.jpg" width="124" height="180" border="0" hspace="14" vspace="0" alt="Buckled tall steel tank (a silo?)"></a></td> <td width="208"><a href="pages/page_120.html"><img src="thumbnails/s120.jpg" width="180" height="146" border="0" hspace="14" vspace="0" alt="Buckling of a double-walled cryogenic storage tank under external pressure"></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">Fluid-filled tank buckled near the top during Northridge earthquake in California</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large tank buckled during high external pressure from wind loading during a hurricane</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Load-deflection curves for buckling of imperfect wind-loaded tanks of various aspect ratios: height/diameter H/D</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckled tall steel tank (a silo?)</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 double-walled cryogenic storage tank under external pressure</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

unstiffened cylindrical shells

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Sunday, December 27, 2020