<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="180" height="109" border="0" hspace="14" vspace="0" alt="Typical stub column failure modes: (a) local buckling; (b) elephant foot buckling; (c) local + global buckling."></a></td> <td width="208"><a href="pages/page_62.html"><img src="thumbnails/s62.jpg" width="180" height="112" border="0" hspace="14" vspace="0" alt="Local buckling of axially compressed cylinder filled with concrete"></a></td> <td width="208"><a href="pages/page_63.html"><img src="thumbnails/s63.jpg" width="180" height="91" border="0" hspace="14" vspace="0" alt="Load-deflection and local buckling of cylindrical shell filled with rubberized concrete"></a></td> <td width="208"><a href="pages/page_64.html"><img src="thumbnails/s64.jpg" width="125" height="180" border="0" hspace="14" vspace="0" alt="Locally buckled axially compressed stub hollow steel columns filled with rubberized concrete"></a></td> <td width="208"><a href="pages/page_65.html"><img src="thumbnails/s65.jpg" width="180" height="60" border="0" hspace="14" vspace="0" alt="Axially compressed stub column with thin-walled concrete-filled cross section"></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">Typical stub column failure modes: (a) local buckling; (b) elephant foot buckling; (c) local + global buckling.</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling of axially compressed cylinder filled with concrete</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Load-deflection and local buckling of cylindrical shell filled with rubberized concrete</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Locally buckled axially compressed stub hollow steel columns filled with rubberized concrete</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially compressed stub column with thin-walled concrete-filled cross section</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="103" height="180" border="0" hspace="14" vspace="0" alt="Local buckling of axially compressed stub column with thin-walled concrete-filled cross section"></a></td> <td width="208"><a href="pages/page_67.html"><img src="thumbnails/s67.jpg" width="180" height="71" border="0" hspace="14" vspace="0" alt="Atomistic simulation of buckling of graphene honeycombs under out-of-plane compression"></a></td> <td width="208"><a href="pages/page_68.html"><img src="thumbnails/s68.jpg" width="180" height="104" border="0" hspace="14" vspace="0" alt="Plate with flexible skin section to permit morphing"></a></td> <td width="208"><a href="pages/page_69.html"><img src="thumbnails/s69.jpg" width="180" height="135" border="0" hspace="14" vspace="0" alt="Axialy compressed stiffened panel including fillets"></a></td> <td width="208"><a href="pages/page_70.html"><img src="thumbnails/s70.jpg" width="180" height="111" border="0" hspace="14" vspace="0" alt="Axial crushing of axially corrugated cylindrical shell: test"></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 axially compressed stub column with thin-walled concrete-filled cross section</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Atomistic simulation of buckling of graphene honeycombs under out-of-plane compression</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Plate with flexible skin section to permit morphing</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axialy compressed stiffened panel including fillets</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axial crushing of axially corrugated cylindrical shell: test</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="180" height="83" border="0" hspace="14" vspace="0" alt="ushing of axially corrugated cylindrical shell: numerical model"></a></td> <td width="208"><a href="pages/page_72.html"><img src="thumbnails/s72.jpg" width="145" height="180" border="0" hspace="14" vspace="0" alt="Local buckling of axially compressed thin-walled fire-exposed members"></a></td> <td width="208"><a href="pages/page_73.html"><img src="thumbnails/s73.jpg" width="166" height="180" border="0" hspace="14" vspace="0" alt="Local and globa buckling of axially compressed oval cylindrical shell"></a></td> <td width="208"><a href="pages/page_74.html"><img src="thumbnails/s74.jpg" width="180" height="161" border="0" hspace="14" vspace="0" alt="Axially compressed oval cyindrica shels: tests and finite element models"></a></td> <td width="208"><a href="pages/page_75.html"><img src="thumbnails/s75.jpg" width="126" height="180" border="0" hspace="14" vspace="0" alt="Cell-filled thin-walled cylindrical tubes to be axially compressed (next image)"></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">ushing of axially corrugated cylindrical shell: numerical model</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling of axially compressed thin-walled fire-exposed members</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local and globa buckling of axially compressed oval cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially compressed oval cyindrica shels: tests and finite element models</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Cell-filled thin-walled cylindrical tubes to be axially compressed (next image)</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

prismatic shells

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Sunday, December 27, 2020