<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_76.html"><img src="thumbnails/s76.jpg" width="180" height="80" border="0" hspace="14" vspace="0" alt="Delamination, matrix cracking and fiber kinking in an axially compressed laminated composite"></a></td> <td width="208"><a href="pages/page_77.html"><img src="thumbnails/s77.jpg" width="180" height="99" border="0" hspace="14" vspace="0" alt="Carbon fiber bundle kinking (buckling) under axial compression"></a></td> <td width="208"><a href="pages/page_78.html"><img src="thumbnails/s78.jpg" width="168" height="180" border="0" hspace="14" vspace="0" alt="Fiber kinking in a laminated composite structure"></a></td> <td width="208"><a href="pages/page_79.html"><img src="thumbnails/s79.jpg" width="173" height="180" border="0" hspace="14" vspace="0" alt="Buckled plate/wide column (Fig. 7); Load-end-shortening (Fig. 8); damage (Figs. 9,10; Load-deflection (Fig.11) "></a></td> <td width="208"><a href="pages/page_80.html"><img src="thumbnails/s80.jpg" width="120" height="180" border="0" hspace="14" vspace="0" alt="Buckling of composite plate with edge stringers from residual thermal stresses caused by post-curing cooling of the axially stiffened plate"></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">Delamination, matrix cracking and fiber kinking in an axially compressed laminated composite</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Carbon fiber bundle kinking (buckling) 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">Fiber kinking in a laminated composite structure</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckled plate/wide column (Fig. 7); Load-end-shortening (Fig. 8); damage (Figs. 9,10; Load-deflection (Fig.11) </small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of composite plate with edge stringers from residual thermal stresses caused by post-curing cooling of the axially stiffened plate</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_81.html"><img src="thumbnails/s81.jpg" width="146" height="180" border="0" hspace="14" vspace="0" alt="Bone buckling and fracture: a biomechanics approach"></a></td> <td width="208"><a href="pages/page_82.html"><img src="thumbnails/s82.jpg" width="180" height="105" border="0" hspace="14" vspace="0" alt="Angle of buckle nodal lines in an axially compressed long anisotropic [45deg.] plate"></a></td> <td width="208"><a href="pages/page_83.html"><img src="thumbnails/s83.jpg" width="180" height="83" border="0" hspace="14" vspace="0" alt="Axial impact on cruciform structure: (left) test specimen; (right) finite element simulation"></a></td> <td width="208"><a href="pages/page_84.html"><img src="thumbnails/s84.jpg" width="175" height="180" border="0" hspace="14" vspace="0" alt="Buckling of axially compressed stub, concrete-filled steel column"></a></td> <td width="208"><a href="pages/page_85.html"><img src="thumbnails/s85.jpg" width="180" height="97" border="0" hspace="14" vspace="0" alt="Simulation of dynamic crushing of a box beam"></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">Bone buckling and fracture: a biomechanics approach</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Angle of buckle nodal lines in an axially compressed long anisotropic [45deg.] plate</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axial impact on cruciform structure: (left) test specimen; (right) finite element simulation</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of axially compressed stub, concrete-filled steel column</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Simulation of dynamic crushing of a box beam</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_86.html"><img src="thumbnails/s86.jpg" width="180" height="123" border="0" hspace="14" vspace="0" alt="Thin-walled crushed square tube"></a></td> <td width="208"><a href="pages/page_87.html"><img src="thumbnails/s87.jpg" width="180" height="135" border="0" hspace="14" vspace="0" alt="Shell plate buckling eyed in box ship break-up"></a></td> <td width="208"><a href="pages/page_88.html"><img src="thumbnails/s88.jpg" width="180" height="105" border="0" hspace="14" vspace="0" alt="DLR’s buckling test facility: left: axial compression configuration; right: compression-shear- configuration"></a></td> <td width="208"><a href="pages/page_89.html"><img src="thumbnails/s89.jpg" width="159" height="180" border="0" hspace="14" vspace="0" alt="The small load, P1, creates an imperfection that reduces the carrying capacity of the axially compressed cylindrical shell"></a></td> <td width="208"><a href="pages/page_90.html"><img src="thumbnails/s90.jpg" width="180" height="121" border="0" hspace="14" vspace="0" alt="Non-destructive test suggested by J.M.T Thompson for buckling of an axially compressed cylindrical shell"></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">Thin-walled crushed square tube</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Shell plate buckling eyed in box ship break-up</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">DLR’s buckling test facility: left: axial compression configuration; right: compression-shear- configuration</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">The small load, P1, creates an imperfection that reduces the carrying capacity of the axially compressed cylindrical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Non-destructive test suggested by J.M.T Thompson for buckling of an axially compressed cylindrical shell</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

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