<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_361.html"><img src="thumbnails/s361.jpg" width="169" height="179" border="0" hspace="14" vspace="0" alt="Bistable states of a cylindrical shell"></a></td> <td width="208"><a href="pages/page_362.html"><img src="thumbnails/s362.jpg" width="131" height="180" border="0" hspace="14" vspace="0" alt="Tubes under oblique lateral crushing"></a></td> <td width="208"><a href="pages/page_363.html"><img src="thumbnails/s363.jpg" width="180" height="108" border="0" hspace="14" vspace="0" alt="Axially loaded cylindrical shell made of graphene foam, the density of which may vary in the thickness direction"></a></td> <td width="208"><a href="pages/page_364.html"><img src="thumbnails/s364.jpg" width="180" height="111" border="0" hspace="14" vspace="0" alt="Thin-walled oval cylindrical shell under 3-point bending about the major axis: Local buckling from test and finite element model"></a></td> <td width="208"><a href="pages/page_365.html"><img src="thumbnails/s365.jpg" width="180" height="97" border="0" hspace="14" vspace="0" alt="Thin-walled oval cylindrical shell under 3-point bending about the minor axis: Local buckling from test and finite element model"></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">Bistable states of a cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Tubes under oblique lateral crushing</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially loaded cylindrical shell made of graphene foam, the density of which may vary in the thickness direction</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Thin-walled oval cylindrical shell under 3-point bending about the major axis: Local buckling from 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">Thin-walled oval cylindrical shell under 3-point bending about the minor axis: Local buckling from test and finite element model</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_366.html"><img src="thumbnails/s366.jpg" width="108" height="180" border="0" hspace="14" vspace="0" alt="Locally buckled OHS thin-walled steel speimens failed under 3-point bending"></a></td> <td width="208"><a href="pages/page_367.html"><img src="thumbnails/s367.jpg" width="180" height="127" border="0" hspace="14" vspace="0" alt="Moment-rotation curves for the six specimens shown in the prrevious image"></a></td> <td width="208"><a href="pages/page_368.html"><img src="thumbnails/s368.jpg" width="180" height="127" border="0" hspace="14" vspace="0" alt="Test rig for a rather short cylindrical shell loaded at its top by a horizontal load"></a></td> <td width="208"><a href="pages/page_369.html"><img src="thumbnails/s369.jpg" width="180" height="116" border="0" hspace="14" vspace="0" alt="Buckled short cylindrical shell loaded as shown in the previous image (horizontal load at the top of the shell)"></a></td> <td width="208"><a href="pages/page_370.html"><img src="thumbnails/s370.jpg" width="180" height="111" border="0" hspace="14" vspace="0" alt="Buckling of cylindrical shell under horizontal force"></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">Locally buckled OHS thin-walled steel speimens failed under 3-point bending</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Moment-rotation curves for the six specimens shown in the prrevious image</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Test rig for a rather short cylindrical shell loaded at its top by a horizontal load</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckled short cylindrical shell loaded as shown in the previous image (horizontal load at the top of the 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 cylindrical shell under horizontal force</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_371.html"><img src="thumbnails/s371.jpg" width="180" height="109" border="0" hspace="14" vspace="0" alt="Axially compressed imperfect cylindrical shell: Effect of edge warpage on the development of post-buckling deformation"></a></td> <td width="208"><a href="pages/page_372.html"><img src="thumbnails/s372.jpg" width="180" height="149" border="0" hspace="14" vspace="0" alt="Vibration modes of empty cylindrical shell"></a></td> <td width="208"><a href="pages/page_373.html"><img src="thumbnails/s373.jpg" width="180" height="60" border="0" hspace="14" vspace="0" alt="Vibration modes of the acoustic cavity"></a></td> <td width="208"><a href="pages/page_374.html"><img src="thumbnails/s374.jpg" width="180" height="120" border="0" hspace="14" vspace="0" alt="Vibration modes of the fluid-filled cylindrical shell"></a></td> <td width="208"><a href="pages/page_375.html"><img src="thumbnails/s375.jpg" width="180" height="169" border="0" hspace="14" vspace="0" alt="Linear (top) and Non-linear (bottom) buckling modes of CFRP composite 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">Axially compressed imperfect cylindrical shell: Effect of edge warpage on the development of post-buckling deformation</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Vibration modes of empty cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Vibration modes of the acoustic cavity</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Vibration modes of the fluid-filled cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Linear (top) and Non-linear (bottom) buckling modes of CFRP composite shells</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

unstiffened cylindrical shells

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Sunday, December 27, 2020