<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_331.html"><img src="thumbnails/s331.jpg" width="180" height="129" border="0" hspace="14" vspace="0" alt="Eccentric discharge of contents from a tall silo "></a></td> <td width="208"><a href="pages/page_332.html"><img src="thumbnails/s332.jpg" width="180" height="84" border="0" hspace="14" vspace="0" alt="Axial distribution of axial membrane resultant at 3 circumferential locations"></a></td> <td width="208"><a href="pages/page_333.html"><img src="thumbnails/s333.jpg" width="180" height="158" border="0" hspace="14" vspace="0" alt="Pre-buckling deformation of the tall silo with eccentric pipe flow"></a></td> <td width="208"><a href="pages/page_334.html"><img src="thumbnails/s334.jpg" width="180" height="168" border="0" hspace="14" vspace="0" alt="Gouging of the sea floor by ice causes local deformation of a buried pipe that can lead to buckling"></a></td> <td width="208"><a href="pages/page_335.html"><img src="thumbnails/s335.jpg" width="180" height="87" border="0" hspace="14" vspace="0" alt="Axially Compressed composite cylindrcal shells with variable-angle lamina"></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">Eccentric discharge of contents from a tall silo </small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axial distribution of axial membrane resultant at 3 circumferential locations</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Pre-buckling deformation of the tall silo with eccentric pipe flow</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Gouging of the sea floor by ice causes local deformation of a buried pipe that can lead to buckling</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially Compressed composite cylindrcal shells with variable-angle lamina</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_336.html"><img src="thumbnails/s336.jpg" width="180" height="79" border="0" hspace="14" vspace="0" alt="Buckled axially compressed cylindrical "shell" with a cellular (lattice) wall"></a></td> <td width="208"><a href="pages/page_337.html"><img src="thumbnails/s337.jpg" width="75" height="180" border="0" hspace="14" vspace="0" alt="A lattice cylindrical shell"></a></td> <td width="208"><a href="pages/page_338.html"><img src="thumbnails/s338.jpg" width="157" height="180" border="0" hspace="14" vspace="0" alt="Buckling of axially compressed lattice cylindrical shell with cutouts"></a></td> <td width="208"><a href="pages/page_339.html"><img src="thumbnails/s339.jpg" width="180" height="73" border="0" hspace="14" vspace="0" alt="Twist buckling of a foldable cylindrical shell"></a></td> <td width="208"><a href="pages/page_340.html"><img src="thumbnails/s340.jpg" width="82" height="180" border="0" hspace="14" vspace="0" alt="Double-walled carbon nanotube (DWCNT) embedded in an elastic matrix"></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 axially compressed cylindrical "shell" with a cellular (lattice) wall</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">A 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">Buckling of axially compressed lattice cylindrical shell with cutouts</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Twist buckling of a foldable cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Double-walled carbon nanotube (DWCNT) embedded in an elastic matrix</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_341.html"><img src="thumbnails/s341.jpg" width="180" height="54" border="0" hspace="14" vspace="0" alt="Composite tube under axial impact: Better energy absorption via semi-circular "trigger""></a></td> <td width="208"><a href="pages/page_342.html"><img src="thumbnails/s342.jpg" width="180" height="80" border="0" hspace="14" vspace="0" alt="Large deformation of pipe laterally impacted by a heavy knife-edged mass"></a></td> <td width="208"><a href="pages/page_343.html"><img src="thumbnails/s343.jpg" width="180" height="83" border="0" hspace="14" vspace="0" alt="Infinite pipe under compressive transverse loading"></a></td> <td width="208"><a href="pages/page_344.html"><img src="thumbnails/s344.jpg" width="180" height="166" border="0" hspace="14" vspace="0" alt="Two- and Four-point bending of a beam (such as a tube)"></a></td> <td width="208"><a href="pages/page_345.html"><img src="thumbnails/s345.jpg" width="180" height="118" border="0" hspace="14" vspace="0" alt="Shear buckling near an end of a cylindrical tube where shear force (SFD) dominates; "local" buckling in the midlength region on the compressive side where the bending moment (BMD) dominates; extensive tube flattening combined with local midlength buckling of a very long tube"></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">Composite tube under axial impact: Better energy absorption via semi-circular "trigger"</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large deformation of pipe laterally impacted by a heavy knife-edged mass</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Infinite pipe under compressive transverse loading</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Two- and Four-point bending of a beam (such as a tube)</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Shear buckling near an end of a cylindrical tube where shear force (SFD) dominates; "local" buckling in the midlength region on the compressive side where the bending moment (BMD) dominates; extensive tube flattening combined with local midlength buckling of a very long tube</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

unstiffened cylindrical shells

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Sunday, December 27, 2020