<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_376.html"><img src="thumbnails/s376.jpg" width="180" height="115" border="0" hspace="14" vspace="0" alt="Buckling modes for a uniformly axially compressed cylindrical shell: (a) Membrane prebuckling theory: Nx=Napplied, Ncirc=0: (b) Prebuckling bending included: Nx=Napplied, Ncirc < 0 near the bottom edge"></a></td> <td width="208"><a href="pages/page_377.html"><img src="thumbnails/s377.jpg" width="180" height="86" border="0" hspace="14" vspace="0" alt="3-D fluid-structure interaction in aorta"></a></td> <td width="208"><a href="pages/page_378.html"><img src="thumbnails/s378.jpg" width="180" height="149" border="0" hspace="14" vspace="0" alt="Buckling of a hollow cylindrical bushing that was torqued too hard"></a></td> <td width="208"><a href="pages/page_379.html"><img src="thumbnails/s379.jpg" width="180" height="120" border="0" hspace="14" vspace="0" alt="Buckling of short cylindrical shells under external pressure"></a></td> <td width="208"><a href="pages/page_380.html"><img src="thumbnails/s380.jpg" width="180" height="66" border="0" hspace="14" vspace="0" alt="Local prebuckling deformation from linear theory and linear buckling (bifurcation point) of an Intermittantly axially compressed thin cylindrical shell"></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 modes for a uniformly axially compressed cylindrical shell: (a) Membrane prebuckling theory: Nx=Napplied, Ncirc=0: (b) Prebuckling bending included: Nx=Napplied, Ncirc < 0 near the bottom edge</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">3-D fluid-structure interaction in aorta</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 hollow cylindrical bushing that was torqued too hard</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of short cylindrical 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">Local prebuckling deformation from linear theory and linear buckling (bifurcation point) of an Intermittantly axially compressed thin cylindrical shell</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_381.html"><img src="thumbnails/s381.jpg" width="180" height="83" border="0" hspace="14" vspace="0" alt="Nonlinear large deflection analysis of the same configuration as that shown in the previous image"></a></td> <td width="208"><a href="pages/page_382.html"><img src="thumbnails/s382.jpg" width="180" height="97" border="0" hspace="14" vspace="0" alt="Buckling and post-buckling of a cylindrical shell under axial end shortening"></a></td> <td width="208"><a href="pages/page_383.html"><img src="thumbnails/s383.jpg" width="129" height="180" border="0" hspace="14" vspace="0" alt="Various kinds of buckling of wine tanks as a result of earthquake in New Zealand"></a></td> <td width="208"><a href="pages/page_384.html"><img src="thumbnails/s384.jpg" width="77" height="180" border="0" hspace="14" vspace="0" alt="Buckling and post-buckling of circumferentially notched axially compressed cylindrical shell"></a></td> <td width="208"><a href="pages/page_385.html"><img src="thumbnails/s385.jpg" width="178" height="180" border="0" hspace="14" vspace="0" alt="Failure (buckling) of a steel silo"></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">Nonlinear large deflection analysis of the same configuration as that shown in the previous image</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 a cylindrical shell under axial end shortening</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Various kinds of buckling of wine tanks as a result of earthquake in New Zealand</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 circumferentially notched axially compressed cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Failure (buckling) of a steel silo</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_386.html"><img src="thumbnails/s386.jpg" width="66" height="180" border="0" hspace="14" vspace="0" alt="Buckled beverage can"></a></td> <td width="208"><a href="pages/page_387.html"><img src="thumbnails/s387.jpg" width="180" height="147" border="0" hspace="14" vspace="0" alt="Buckling of axially compressed cylindrical shells of various lengths"></a></td> <td width="208"><a href="pages/page_388.html"><img src="thumbnails/s388.jpg" width="143" height="180" border="0" hspace="14" vspace="0" alt="Buckling of lattice cylindrical shells with elliptical cross sections"></a></td> <td width="208"><a href="pages/page_389.html"><img src="thumbnails/s389.jpg" width="180" height="175" border="0" hspace="14" vspace="0" alt="Axially compressed cylindrical shells: Various degrees of sensitivity of buckling load to initial imperfections"></a></td> <td width="208"><a href="pages/page_390.html"><img src="thumbnails/s390.jpg" width="121" height="180" border="0" hspace="14" vspace="0" alt="Linear buckling of clamped and simply-supported cylindrical shells of various lengths under bending"></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">Buckled beverage can</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 cylindrical shells of various lengths</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of lattice cylindrical shells with elliptical cross sections</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 shells: Various degrees of sensitivity of buckling load to initial imperfections</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Linear buckling of clamped and simply-supported cylindrical shells of various lengths under bending</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

unstiffened cylindrical shells

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Sunday, December 27, 2020