<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_91.html"><img src="thumbnails/s91.jpg" width="180" height="94" border="0" hspace="14" vspace="0" alt="Dynamic snap-through of an axisymmetrically axially compressed conical shell"></a></td> <td width="208"><a href="pages/page_92.html"><img src="thumbnails/s92.jpg" width="180" height="125" border="0" hspace="14" vspace="0" alt="Buckling of grid conical shell under torsion"></a></td> <td width="208"><a href="pages/page_93.html"><img src="thumbnails/s93.jpg" width="180" height="45" border="0" hspace="14" vspace="0" alt="Buckling of axially compressed lattice conical shell"></a></td> <td width="208"><a href="pages/page_94.html"><img src="thumbnails/s94.jpg" width="180" height="152" border="0" hspace="14" vspace="0" alt="Buckling of mild steel thin conical shells under external pressure"></a></td> <td width="208"><a href="pages/page_95.html"><img src="thumbnails/s95.jpg" width="180" height="171" border="0" hspace="14" vspace="0" alt="Initial imperfection layout for three of the test specimens, SC3, SC6 and SCC4"></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">Dynamic snap-through of an axisymmetrically axially compressed conical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of grid conical shell under torsion</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of axially compressed lattice conical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of mild steel thin conical shells under external pressure</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Initial imperfection layout for three of the test specimens, SC3, SC6 and SCC4</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_96.html"><img src="thumbnails/s96.jpg" width="135" height="180" border="0" hspace="14" vspace="0" alt="Comparison of test and finite element model for Specimens SC1 and SC4"></a></td> <td width="208"><a href="pages/page_97.html"><img src="thumbnails/s97.jpg" width="179" height="142" border="0" hspace="14" vspace="0" alt="Predicted post-buckling configuration for the flaring process of a long tube obtained by an axisymmetric finite element analysis"></a></td> <td width="208"><a href="pages/page_98.html"><img src="thumbnails/s98.jpg" width="180" height="123" border="0" hspace="14" vspace="0" alt=" Post-buckling deformation state during the tube-flaring experiment"></a></td> <td width="208"><a href="pages/page_99.html"><img src="thumbnails/s99.jpg" width="147" height="180" border="0" hspace="14" vspace="0" alt="Buckling of an externally pressurized Mylar conical shell"></a></td> <td width="208"><a href="pages/page_100.html"><img src="thumbnails/s100.jpg" width="180" height="109" border="0" hspace="14" vspace="0" alt="Axially compressed steel conical shell with "elephant foot" buckling near the small end"></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 finite element model for Specimens SC1 and SC4</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Predicted post-buckling configuration for the flaring process of a long tube obtained by an axisymmetric finite element analysis</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title"> Post-buckling deformation state during the tube-flaring experiment</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 externally pressurized Mylar conical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially compressed steel conical shell with "elephant foot" buckling near the small end</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_101.html"><img src="thumbnails/s101.jpg" width="180" height="113" border="0" hspace="14" vspace="0" alt="Buckling of a steel conical shell subjected to uniform laterial pressure"></a></td> <td width="208"><a href="pages/page_102.html"><img src="thumbnails/s102.jpg" width="180" height="102" border="0" hspace="14" vspace="0" alt="Buckling of conical shell under combined axial compression and external pressure"></a></td> <td width="208"><a href="pages/page_103.html"><img src="thumbnails/s103.jpg" width="180" height="89" border="0" hspace="14" vspace="0" alt="Nonlinear general instability of ring-stiffened cones under uniform external hydrostatic compression"></a></td> <td width="208"><a href="pages/page_104.html"><img src="thumbnails/s104.jpg" width="180" height="117" border="0" hspace="14" vspace="0" alt="Steel tanks for liquid storage: (left) conical; (right) cylindrical/conical "></a></td> <td width="208"><a href="pages/page_105.html"><img src="thumbnails/s105.jpg" width="180" height="120" border="0" hspace="14" vspace="0" alt="Buckling near the bottom of a thin mylar test specimen partly filled with water"></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">Buckling of a steel conical shell subjected to uniform laterial pressure</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of conical shell under combined axial compression and external pressure</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Nonlinear general instability of ring-stiffened cones under uniform external hydrostatic compression</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Steel tanks for liquid storage: (left) conical; (right) cylindrical/conical </small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling near the bottom of a thin mylar test specimen partly filled with water</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

non-cylinders

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Sunday, December 27, 2020