<table cellspacing="0" cellpadding="0" border="0"> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="188"><a href="pages/page_1.html"><img src="thumbnails/s1.jpg" width="151" height="160" border="0" hspace="14" vspace="0" alt="Brief description of PANDA2 and references to papers written about PANDA2 from 1987 to 2007"></a></td> <td width="188"><a href="pages/page_2.html"><img src="thumbnails/s2.jpg" width="160" height="97" border="0" hspace="14" vspace="0" alt="The set of commands used in PANDA2 and what each command does"></a></td> <td width="188"><a href="pages/page_3.html"><img src="thumbnails/s3.jpg" width="160" height="51" border="0" hspace="14" vspace="0" alt="Types of analyses that can be performed by PANDA2"></a></td> <td width="188"><a href="pages/page_4.html"><img src="thumbnails/s4.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="Ring and stringer stiffened cylindrical panel"></a></td> <td width="188"><a href="pages/page_5.html"><img src="thumbnails/s5.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="Laminated composite cylindrical panel"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Brief description of PANDA2 and references to papers written about PANDA2 from 1987 to 2007</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">The set of commands used in PANDA2 and what each command does</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Types of analyses that can be performed by PANDA2</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Ring and stringer stiffened cylindrical panel</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Laminated composite cylindrical panel</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="188"><a href="pages/page_6.html"><img src="thumbnails/s6.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="Assumed buckling patterns"></a></td> <td width="188"><a href="pages/page_7.html"><img src="thumbnails/s7.jpg" width="160" height="25" border="0" hspace="14" vspace="0" alt="Buckling load factor (eigenvalue), lambda, from the simple closed form PANDA-type model retained as one of the many buckling models included in PANDA2"></a></td> <td width="188"><a href="pages/page_8.html"><img src="thumbnails/s8.jpg" width="117" height="160" border="0" hspace="14" vspace="0" alt="The "alternative" double-trigonometric-series-expansion buckling model introduced into PANDA2 in 1999"></a></td> <td width="188"><a href="pages/page_9.html"><img src="thumbnails/s9.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="Buckling of an axially compressed, unstiffened, square, composite, 2-layered angle-ply plate"></a></td> <td width="188"><a href="pages/page_10.html"><img src="thumbnails/s10.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="(Nx,Nxy) load-interaction curves for a four-layered angle-ply laminated plate"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Assumed buckling patterns</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling load factor (eigenvalue), lambda, from the simple closed form PANDA-type model retained as one of the many buckling models included in PANDA2</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">The "alternative" double-trigonometric-series-expansion buckling model introduced into PANDA2 in 1999</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of an axially compressed, unstiffened, square, composite, 2-layered angle-ply plate</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">(Nx,Nxy) load-interaction curves for a four-layered angle-ply laminated plate</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

panda2 1987-95

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Monday, February 6, 2012