<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_196.html"><img src="thumbnails/s196.jpg" width="179" height="107" border="0" hspace="14" vspace="0" alt="Interaction of local and Euler buckling of an axially compressed laminated composite cylindrical shell"></a></td> <td width="208"><a href="pages/page_197.html"><img src="thumbnails/s197.jpg" width="180" height="57" border="0" hspace="14" vspace="0" alt="Fig.26.1 Deformation and axial force-stretch relation"></a></td> <td width="208"><a href="pages/page_198.html"><img src="thumbnails/s198.jpg" width="180" height="154" border="0" hspace="14" vspace="0" alt="Cylinder buckling: the mountain pass as an organizing center"></a></td> <td width="208"><a href="pages/page_199.html"><img src="thumbnails/s199.jpg" width="180" height="103" border="0" hspace="14" vspace="0" alt="Typical buckling of metal silos from eccentric discharge of contents"></a></td> <td width="208"><a href="pages/page_200.html"><img src="thumbnails/s200.jpg" width="180" height="145" border="0" hspace="14" vspace="0" alt="Buckling of a thin cylindrical shell subjected to 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">Interaction of local and Euler buckling of an axially compressed laminated composite cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Fig.26.1 Deformation and axial force-stretch relation</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Cylinder buckling: the mountain pass as an organizing center</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Typical buckling of metal silos from eccentric discharge of contents</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 cylindrical shell subjected to bending</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_201.html"><img src="thumbnails/s201.jpg" width="158" height="180" border="0" hspace="14" vspace="0" alt="Local buckling and post-buckling of an ovalized long cylindrical shell under bending"></a></td> <td width="208"><a href="pages/page_202.html"><img src="thumbnails/s202.jpg" width="180" height="97" border="0" hspace="14" vspace="0" alt="Long pipe buckling under external pressure: test and finite element model"></a></td> <td width="208"><a href="pages/page_203.html"><img src="thumbnails/s203.jpg" width="180" height="112" border="0" hspace="14" vspace="0" alt="Propagation of buckling along a pipe"></a></td> <td width="208"><a href="pages/page_204.html"><img src="thumbnails/s204.jpg" width="167" height="180" border="0" hspace="14" vspace="0" alt="Typical skewed buckle pattern of a compression-loaded anisotropic cylinder or an orthotropic cylinder subject to shear loading"></a></td> <td width="208"><a href="pages/page_205.html"><img src="thumbnails/s205.jpg" width="170" height="180" border="0" hspace="14" vspace="0" alt="Nondimensional buckling loads for external-pressure-loaded angleply cyl. with [(+60,-60)6]s, R/h=500, simply-supported edges "></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">Local buckling and post-buckling of an ovalized long cylindrical shell under bending</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Long pipe buckling under external pressure: test and finite element model</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Propagation of buckling along a pipe</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Typical skewed buckle pattern of a compression-loaded anisotropic cylinder or an orthotropic cylinder subject to shear loading</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Nondimensional buckling loads for external-pressure-loaded angleply cyl. with [(+60,-60)6]s, R/h=500, simply-supported edges </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_206.html"><img src="thumbnails/s206.jpg" width="179" height="131" border="0" hspace="14" vspace="0" alt="Load-deflection curve for a shallow cylindrical panel with a concentrated load"></a></td> <td width="208"><a href="pages/page_207.html"><img src="thumbnails/s207.jpg" width="180" height="144" border="0" hspace="14" vspace="0" alt="Pinched cylindrical shell: a popular benchmark system for very large deflections"></a></td> <td width="208"><a href="pages/page_208.html"><img src="thumbnails/s208.jpg" width="180" height="170" border="0" hspace="14" vspace="0" alt="Large dynamic deformation of pinched cylindrical shell "></a></td> <td width="208"><a href="pages/page_209.html"><img src="thumbnails/s209.jpg" width="155" height="180" border="0" hspace="14" vspace="0" alt="Pinched cylindrical shell: Prismatic model"></a></td> <td width="208"><a href="pages/page_210.html"><img src="thumbnails/s210.jpg" width="180" height="146" border="0" hspace="14" vspace="0" alt="Mesh-free method: Large deformation of diametrically pulled 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">Load-deflection curve for a shallow cylindrical panel with a concentrated load</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Pinched cylindrical shell: a popular benchmark system for very large deflections</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large dynamic deformation of pinched cylindrical shell </small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Pinched cylindrical shell: Prismatic model</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Mesh-free method: Large deformation of diametrically pulled cylindrical shell</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

unstiffened cylindrical shells

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Sunday, December 27, 2020