<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_31.html"><img src="thumbnails/s31.jpg" width="180" height="147" border="0" hspace="14" vspace="0" alt="Lateral-torsional buckling of bridge girder with a corrugated web"></a></td> <td width="208"><a href="pages/page_32.html"><img src="thumbnails/s32.jpg" width="180" height="50" border="0" hspace="14" vspace="0" alt="I-beam torsional-lateral buckling and post-buckling of upper flange"></a></td> <td width="208"><a href="pages/page_33.html"><img src="thumbnails/s33.jpg" width="180" height="91" border="0" hspace="14" vspace="0" alt="Bending an I-beam with consequent buckling of web and compressed flange"></a></td> <td width="208"><a href="pages/page_34.html"><img src="thumbnails/s34.jpg" width="114" height="180" border="0" hspace="14" vspace="0" alt="Local failure of an axially compressed fiber-reinforced beam flange"></a></td> <td width="208"><a href="pages/page_35.html"><img src="thumbnails/s35.jpg" width="180" height="86" border="0" hspace="14" vspace="0" alt="I-beam imperfection profiles"></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">Lateral-torsional buckling of bridge girder with a corrugated web</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">I-beam torsional-lateral buckling and post-buckling of upper flange</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Bending an I-beam with consequent buckling of web and compressed flange</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local failure of an axially compressed fiber-reinforced beam flange</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">I-beam imperfection profiles</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_36.html"><img src="thumbnails/s36.jpg" width="180" height="103" border="0" hspace="14" vspace="0" alt="Buckling of an axially compressed imperfect I-beam"></a></td> <td width="208"><a href="pages/page_37.html"><img src="thumbnails/s37.jpg" width="179" height="38" border="0" hspace="14" vspace="0" alt="Axially Compressed imperfect built-up I-column: long-wavelength buckling and postbuckling"></a></td> <td width="208"><a href="pages/page_38.html"><img src="thumbnails/s38.jpg" width="180" height="48" border="0" hspace="14" vspace="0" alt="Axially Compressed imperfect built-up I-column: short-wavelength buckling and postbuckling"></a></td> <td width="208"><a href="pages/page_39.html"><img src="thumbnails/s39.jpg" width="112" height="180" border="0" hspace="14" vspace="0" alt="Local buckling occurring before general buckling of an eccentrically axially (e) compressed column"></a></td> <td width="208"><a href="pages/page_40.html"><img src="thumbnails/s40.jpg" width="178" height="180" border="0" hspace="14" vspace="0" alt="How the axial stresses are redistributed over the column cross section after local buckling"></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">Buckling of an axially compressed imperfect I-beam</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially Compressed imperfect built-up I-column: long-wavelength buckling and postbuckling</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axially Compressed imperfect built-up I-column: short-wavelength buckling and postbuckling</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling occurring before general buckling of an eccentrically axially (e) compressed column</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">How the axial stresses are redistributed over the column cross section after local buckling</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_41.html"><img src="thumbnails/s41.jpg" width="109" height="180" border="0" hspace="14" vspace="0" alt="Normalized load-deflection curves for columns of various lengths"></a></td> <td width="208"><a href="pages/page_42.html"><img src="thumbnails/s42.jpg" width="180" height="132" border="0" hspace="14" vspace="0" alt="Type of column failure as a function of the slenderness ratio, L/r"></a></td> <td width="208"><a href="pages/page_43.html"><img src="thumbnails/s43.jpg" width="180" height="128" border="0" hspace="14" vspace="0" alt="Plastic buckling behavior of an axially compressed channel"></a></td> <td width="208"><a href="pages/page_44.html"><img src="thumbnails/s44.jpg" width="180" height="119" border="0" hspace="14" vspace="0" alt="Various plastic mechanisms in a channel under axial compression"></a></td> <td width="208"><a href="pages/page_45.html"><img src="thumbnails/s45.jpg" width="180" height="114" border="0" hspace="14" vspace="0" alt="Typical beam cross sections with (a) curved and (b) "folded" flanges"></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">Normalized load-deflection curves for columns of various lengths</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Type of column failure as a function of the slenderness ratio, L/r</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Plastic buckling behavior of an axially compressed channel</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Various plastic mechanisms in a channel under axial compression</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Typical beam cross sections with (a) curved and (b) "folded" flanges</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