<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="83" border="0" hspace="14" vspace="0" alt="Curved thin-walled beam"></a></td> <td width="208"><a href="pages/page_62.html"><img src="thumbnails/s62.jpg" width="180" height="78" border="0" hspace="14" vspace="0" alt="Typical welding-induced residual stess patterns in thin-walled beams"></a></td> <td width="208"><a href="pages/page_63.html"><img src="thumbnails/s63.jpg" width="180" height="93" border="0" hspace="14" vspace="0" alt="Three girder web cross section geometries"></a></td> <td width="208"><a href="pages/page_64.html"><img src="thumbnails/s64.jpg" width="180" height="103" border="0" hspace="14" vspace="0" alt="Girder web cross section defomation at six time steps during the welding process"></a></td> <td width="208"><a href="pages/page_65.html"><img src="thumbnails/s65.jpg" width="180" height="46" border="0" hspace="14" vspace="0" alt="Finite element models of girder with various web cross section geometries"></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">Curved thin-walled beam</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Typical welding-induced residual stess patterns in thin-walled beams</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Three girder web cross section geometries</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Girder web cross section defomation at six time steps during the welding process</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Finite element models of girder with various web cross section geometries</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="180" height="53" border="0" hspace="14" vspace="0" alt="Girder web Von Mises residual stress distributions from various fabrication processes"></a></td> <td width="208"><a href="pages/page_67.html"><img src="thumbnails/s67.jpg" width="180" height="101" border="0" hspace="14" vspace="0" alt="Buckling of the girder web as loaded shown in the next image"></a></td> <td width="208"><a href="pages/page_68.html"><img src="thumbnails/s68.jpg" width="180" height="134" border="0" hspace="14" vspace="0" alt="Girder web Von Mises stress distributions from various fabrication processes and at post-buckled failure"></a></td> <td width="208"><a href="pages/page_69.html"><img src="thumbnails/s69.jpg" width="180" height="115" border="0" hspace="14" vspace="0" alt="Examples of built-up columns"></a></td> <td width="208"><a href="pages/page_70.html"><img src="thumbnails/s70.jpg" width="179" height="91" border="0" hspace="14" vspace="0" alt="Concrete encased steel composite columns with different types of steel sections"></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">Girder web Von Mises residual stress distributions from various fabrication processes</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of the girder web as loaded shown in the next image</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Girder web Von Mises stress distributions from various fabrication processes and at post-buckled failure</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Examples of built-up columns</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Concrete encased steel composite columns with different types of steel sections</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="136" border="0" hspace="14" vspace="0" alt="Concrete Encased Steel (CES) composite columns used in top down construction"></a></td> <td width="208"><a href="pages/page_72.html"><img src="thumbnails/s72.jpg" width="180" height="94" border="0" hspace="14" vspace="0" alt="Truss roof structures supported by prestressed cables"></a></td> <td width="208"><a href="pages/page_73.html"><img src="thumbnails/s73.jpg" width="180" height="53" border="0" hspace="14" vspace="0" alt="Local buckling failure of a cable-supported roof truss"></a></td> <td width="208"><a href="pages/page_74.html"><img src="thumbnails/s74.jpg" width="180" height="91" border="0" hspace="14" vspace="0" alt="Various concrete-filled L-shaped tubular columns to be axially and obliquely compressed"></a></td> <td width="208"><a href="pages/page_75.html"><img src="thumbnails/s75.jpg" width="180" height="141" border="0" hspace="14" vspace="0" alt="Local buckling of one of the L-shaped concrete-filled axially compressed columns."></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">Concrete Encased Steel (CES) composite columns used in top down construction</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Truss roof structures supported by prestressed cables</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling failure of a cable-supported roof truss</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Various concrete-filled L-shaped tubular columns to be axially and obliquely compressed</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 one of the L-shaped concrete-filled axially compressed columns.</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

thin-walled beam-columns

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Sunday, December 27, 2020