<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>

Brief description of PANDA2 and references to papers written about PANDA2 from 1987 to 2007	The set of commands used in PANDA2 and what each command does	Types of analyses that can be performed by PANDA2	Ring and stringer stiffened cylindrical panel	Laminated composite cylindrical panel
Assumed buckling patterns	Buckling load factor (eigenvalue), lambda, from the simple closed form PANDA-type model retained as one of the many buckling models included in PANDA2	The "alternative" double-trigonometric-series-expansion buckling model introduced into PANDA2 in 1999	Buckling of an axially compressed, unstiffened, square, composite, 2-layered angle-ply plate	(Nx,Nxy) load-interaction curves for a four-layered angle-ply laminated plate

panda2 1987-95

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Monday, February 6, 2012