<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_391.html"><img src="thumbnails/s391.jpg" width="180" height="147" border="0" hspace="14" vspace="0" alt="An axially loaded silo supported on columns that generate local axial compression and in-plane shear reactions in the shell wall "></a></td> <td width="208"><a href="pages/page_392.html"><img src="thumbnails/s392.jpg" width="180" height="127" border="0" hspace="14" vspace="0" alt="Axial load - axial displacement curves with various analytical models"></a></td> <td width="208"><a href="pages/page_393.html"><img src="thumbnails/s393.jpg" width="180" height="104" border="0" hspace="14" vspace="0" alt="Deformation patterns from the MNA, LBA and GNA numerical simulations"></a></td> <td width="208"><a href="pages/page_394.html"><img src="thumbnails/s394.jpg" width="180" height="117" border="0" hspace="14" vspace="0" alt="Deformation patterns from the GMNA, GMNIA(em1) and GMNIA(weld) numerical simulations"></a></td> <td width="208"><a href="pages/page_395.html"><img src="thumbnails/s395.jpg" width="180" height="89" border="0" hspace="14" vspace="0" alt="Buckling mode of a thin-walled cylindrical shell tower for a billboard subject to wind loading"></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">An axially loaded silo supported on columns that generate local axial compression and in-plane shear reactions in the shell wall </small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axial load - axial displacement curves with various analytical models</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Deformation patterns from the MNA, LBA and GNA numerical simulations</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Deformation patterns from the GMNA, GMNIA(em1) and GMNIA(weld) numerical simulations</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling mode of a thin-walled cylindrical shell tower for a billboard subject to wind loading</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_396.html"><img src="thumbnails/s396.jpg" width="180" height="82" border="0" hspace="14" vspace="0" alt="Axisymmetric elastic-plastic collapse of axially compressed tube"></a></td> <td width="208"><a href="pages/page_397.html"><img src="thumbnails/s397.jpg" width="180" height="171" border="0" hspace="14" vspace="0" alt="Axisymmetric deformations of axially compressed tubes with two different boundary conditions, (a) and (b)"></a></td> <td width="208"><a href="pages/page_398.html"><img src="thumbnails/s398.jpg" width="144" height="180" border="0" hspace="14" vspace="0" alt="Axially compressed elastic-plastic axisymmetric collapse of 2 different tubes (A230 and A300) from flow theory versus deformation theory"></a></td> <td width="208"><a href="pages/page_399.html"><img src="thumbnails/s399.jpg" width="180" height="130" border="0" hspace="14" vspace="0" alt="Types of buckling of liquid-filled tanks during an earthquake"></a></td> <td width="208"><a href="pages/page_400.html"><img src="thumbnails/s400.jpg" width="180" height="142" border="0" hspace="14" vspace="0" alt="Tubular shell energy harvester"></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 elastic-plastic collapse of axially compressed tube</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axisymmetric deformations of axially compressed tubes with two different boundary conditions, (a) and (b)</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially compressed elastic-plastic axisymmetric collapse of 2 different tubes (A230 and A300) from flow theory versus deformation theory</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Types of buckling of liquid-filled tanks during an earthquake</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Tubular shell energy harvester</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_401.html"><img src="thumbnails/s401.jpg" width="180" height="96" border="0" hspace="14" vspace="0" alt="Axially compressed axially and circumferentially corrugated cylindrical shells"></a></td> <td width="208"><a href="pages/page_402.html"><img src="thumbnails/s402.jpg" width="175" height="180" border="0" hspace="14" vspace="0" alt="Axially compressed axially and circumferentially corrugated cylindrical shells: Load-end-shortening curves and material failure"></a></td> <td width="208"><a href="pages/page_403.html"><img src="thumbnails/s403.jpg" width="180" height="87" border="0" hspace="14" vspace="0" alt="Buckling of axially compressed tube with cutout"></a></td> <td width="208"><a href="pages/page_404.html"><img src="thumbnails/s404.jpg" width="180" height="55" border="0" hspace="14" vspace="0" alt="Residual stress in a cylindrical shell formed by bending and springback of an elastic-plastic flat sheet"></a></td> <td width="208"><a href="pages/page_405.html"><img src="thumbnails/s405.jpg" width="180" height="89" border="0" hspace="14" vspace="0" alt="Porous functionally graded cylindrical panel"></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">Axially compressed axially and circumferentially corrugated cylindrical shells</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially compressed axially and circumferentially corrugated cylindrical shells: Load-end-shortening curves and material failure</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 tube with cutout</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Residual stress in a cylindrical shell formed by bending and springback of an elastic-plastic flat sheet</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Porous functionally graded cylindrical panel</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

unstiffened cylindrical shells

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Sunday, December 27, 2020