<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_151.html"><img src="thumbnails/s151.jpg" width="180" height="58" border="0" hspace="14" vspace="0" alt="Buckling of axially compressed lattice cylindrical shell"></a></td> <td width="208"><a href="pages/page_152.html"><img src="thumbnails/s152.jpg" width="180" height="92" border="0" hspace="14" vspace="0" alt="Local buckling of a cylindrical shell with a lattice wall"></a></td> <td width="208"><a href="pages/page_153.html"><img src="thumbnails/s153.jpg" width="139" height="179" border="0" hspace="14" vspace="0" alt="Water-filled column under axial compression applied in such a way that the structural part sees only tensile stresses"></a></td> <td width="208"><a href="pages/page_154.html"><img src="thumbnails/s154.jpg" width="180" height="138" border="0" hspace="14" vspace="0" alt="Buckling of a 16-inch gas pipeline from the San Fernando earthquake"></a></td> <td width="208"><a href="pages/page_155.html"><img src="thumbnails/s155.jpg" width="180" height="131" border="0" hspace="14" vspace="0" alt="Buckling of buried pipeline due to permafrost melting"></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 axially compressed lattice cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling of a cylindrical shell with a lattice wall</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Water-filled column under axial compression applied in such a way that the structural part sees only tensile stresses</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 16-inch gas pipeline from the San Fernando earthquake</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of buried pipeline due to permafrost melting</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_156.html"><img src="thumbnails/s156.jpg" width="180" height="86" border="0" hspace="14" vspace="0" alt="Axisymmetric and non-axisymmetric elastic-plastic collapse of 3 test specimens"></a></td> <td width="208"><a href="pages/page_157.html"><img src="thumbnails/s157.jpg" width="180" height="118" border="0" hspace="14" vspace="0" alt="Non-axisymmetric collapse of axially compressed thin tubes"></a></td> <td width="208"><a href="pages/page_158.html"><img src="thumbnails/s158.jpg" width="180" height="153" border="0" hspace="14" vspace="0" alt="Buckled shapes of shells with 2 different randomly distributed imperfections at deltaL/L=0.116, 0.232, 0.348, 0.464, 0.58, respectively"></a></td> <td width="208"><a href="pages/page_159.html"><img src="thumbnails/s159.jpg" width="161" height="180" border="0" hspace="14" vspace="0" alt="Dynamic buckling of cylindrical shell under axial impact: Transition from "progressive" short-wavelength buckles to overall bending collapse"></a></td> <td width="208"><a href="pages/page_160.html"><img src="thumbnails/s160.jpg" width="180" height="107" border="0" hspace="14" vspace="0" alt="Progressive and dynamic progressive buckling of axially compressed cylindrical shells"></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">Axisymmetric and non-axisymmetric elastic-plastic collapse of 3 test specimens</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Non-axisymmetric collapse of axially compressed thin tubes</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckled shapes of shells with 2 different randomly distributed imperfections at deltaL/L=0.116, 0.232, 0.348, 0.464, 0.58, respectively</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Dynamic buckling of cylindrical shell under axial impact: Transition from "progressive" short-wavelength buckles to overall bending collapse</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Progressive and dynamic progressive buckling of axially compressed cylindrical shells</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_161.html"><img src="thumbnails/s161.jpg" width="180" height="114" border="0" hspace="14" vspace="0" alt="Torqued buckled shell and load-displacement curves for different ratios beta for kinematic to isotropic hardening"></a></td> <td width="208"><a href="pages/page_162.html"><img src="thumbnails/s162.jpg" width="180" height="109" border="0" hspace="14" vspace="0" alt="Elastic buckling of horizontal barrelled shells filled with liquid. Half the shell is plotted"></a></td> <td width="208"><a href="pages/page_163.html"><img src="thumbnails/s163.jpg" width="176" height="180" border="0" hspace="14" vspace="0" alt="Buckling of partially delaminated composite cylindrical shells under combined axial compression and external pressure"></a></td> <td width="208"><a href="pages/page_164.html"><img src="thumbnails/s164.jpg" width="120" height="120" border="0" hspace="14" vspace="0" alt="Buckling of a thin aluminum cylindrical shell under external pressure pulse"></a></td> <td width="208"><a href="pages/page_165.html"><img src="thumbnails/s165.jpg" width="180" height="121" border="0" hspace="14" vspace="0" alt="Two large tanks before testing 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">Torqued buckled shell and load-displacement curves for different ratios beta for kinematic to isotropic hardening</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Elastic buckling of horizontal barrelled shells filled with liquid. Half the shell is plotted</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of partially delaminated composite cylindrical shells 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">Buckling of a thin aluminum cylindrical shell under external pressure pulse</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Two large tanks before testing 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