<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_61.html"><img src="thumbnails/s61.jpg" width="144" height="180" border="0" hspace="14" vspace="0" alt="Sandwich shell and panel with textured cores"></a></td> <td width="208"><a href="pages/page_62.html"><img src="thumbnails/s62.jpg" width="140" height="180" border="0" hspace="14" vspace="0" alt="Certain folded geometries made from originally flat sheet can be inextensionally deformed into globally curved "shells""></a></td> <td width="208"><a href="pages/page_63.html"><img src="thumbnails/s63.jpg" width="180" height="134" border="0" hspace="14" vspace="0" alt="Local deformation of a sandwich beams with a complex corrugated core"></a></td> <td width="208"><a href="pages/page_64.html"><img src="thumbnails/s64.jpg" width="159" height="180" border="0" hspace="14" vspace="0" alt="Long cylindrical shell with a sandwich wall construction"></a></td> <td width="208"><a href="pages/page_65.html"><img src="thumbnails/s65.jpg" width="180" height="140" border="0" hspace="14" vspace="0" alt="Part of a STAGS model of an axially compressed optimized cylindrical shell with a composite truss-core sandwich wall"></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">Sandwich shell and panel with textured cores</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Certain folded geometries made from originally flat sheet can be inextensionally deformed into globally curved "shells"</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local deformation of a sandwich beams with a complex corrugated core</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Long cylindrical shell with a sandwich wall construction</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Part of a STAGS model of an axially compressed optimized cylindrical shell with a composite truss-core sandwich wall</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_66.html"><img src="thumbnails/s66.jpg" width="161" height="180" border="0" hspace="14" vspace="0" alt="Local buckling of part of the axially compressed optimized cylinder from the STAGS model of the type displayed one slide ago "></a></td> <td width="208"><a href="pages/page_67.html"><img src="thumbnails/s67.jpg" width="180" height="76" border="0" hspace="14" vspace="0" alt="Part of the STAGS model of an axially compressed cylindrical shell with a composite truss-core sandwich wall"></a></td> <td width="208"><a href="pages/page_68.html"><img src="thumbnails/s68.jpg" width="180" height="144" border="0" hspace="14" vspace="0" alt="General buckling of the axially compressed cylindrical shell with a truss-core sandwich wall"></a></td> <td width="208"><a href="pages/page_69.html"><img src="thumbnails/s69.jpg" width="170" height="180" border="0" hspace="14" vspace="0" alt="Buckling of an axially compressed composite truss-core sandwich cylindrical shell (BIGBOSOR4 model)"></a></td> <td width="208"><a href="pages/page_70.html"><img src="thumbnails/s70.jpg" width="158" height="180" border="0" hspace="14" vspace="0" alt="Buckling of an axially compressed aluminum truss-core sandwich cylindrical shell (HUGEBOSOR4 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">Local buckling of part of the axially compressed optimized cylinder from the STAGS model of the type displayed one slide ago </small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Part of the STAGS model of an axially compressed cylindrical shell with a composite truss-core sandwich wall</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">General buckling of the axially compressed cylindrical shell with a truss-core sandwich wall</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of an axially compressed composite truss-core sandwich cylindrical shell (BIGBOSOR4 model)</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of an axially compressed aluminum truss-core sandwich cylindrical shell (HUGEBOSOR4 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_71.html"><img src="thumbnails/s71.jpg" width="159" height="180" border="0" hspace="14" vspace="0" alt="Fig. 37. Buckling of an axially compressed aluminum truss-core sandwich cylindrical shell (BIGBOSOR4 model)"></a></td> <td width="208"><a href="pages/page_72.html"><img src="thumbnails/s72.jpg" width="134" height="180" border="0" hspace="14" vspace="0" alt="Large truss-core sandwich Rene 41 all-welded cylindrical shell partly installed in the large test rig"></a></td> <td width="208"><a href="pages/page_73.html"><img src="thumbnails/s73.jpg" width="180" height="57" border="0" hspace="14" vspace="0" alt="Detail of wall construction of the 10ft-diameter Rene 41 truss-core sandwich cylindrical shell shown in the previous slide"></a></td> <td width="208"><a href="pages/page_74.html"><img src="thumbnails/s74.jpg" width="180" height="135" border="0" hspace="14" vspace="0" alt="Buckled the truss-core sandwich shell shown two slides ago"></a></td> <td width="208"><a href="pages/page_75.html"><img src="thumbnails/s75.jpg" width="159" height="180" border="0" hspace="14" vspace="0" alt="Sandwich cylindrical shell with spiraling truss core"></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">Fig. 37. Buckling of an axially compressed aluminum truss-core sandwich cylindrical shell (BIGBOSOR4 model)</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Large truss-core sandwich Rene 41 all-welded cylindrical shell partly installed in the large test rig</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Detail of wall construction of the 10ft-diameter Rene 41 truss-core sandwich cylindrical shell shown in the previous slide</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckled the truss-core sandwich shell shown two slides ago</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Sandwich cylindrical shell with spiraling truss core</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

sandwich shells

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Monday, December 28, 2020