<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_21.html"><img src="thumbnails/s21.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS sub-domain model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p"></a></td> <td width="188"><a href="pages/page_22.html"><img src="thumbnails/s22.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS sub-domain model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p"></a></td> <td width="188"><a href="pages/page_23.html"><img src="thumbnails/s23.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p"></a></td> <td width="188"><a href="pages/page_24.html"><img src="thumbnails/s24.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p"></a></td> <td width="188"><a href="pages/page_25.html"><img src="thumbnails/s25.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p"></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">STAGS sub-domain model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS sub-domain model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS model of a PANDA2-optimized perfect cylindrical shell under combined loads, Nx, Ny, Nxy, p</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_26.html"><img src="thumbnails/s26.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="PANDA2-optimized weights versus major stringer spacing for cylindrical shells with and without sub-stiffeners"></a></td> <td width="188"><a href="pages/page_27.html"><img src="thumbnails/s27.jpg" width="160" height="98" border="0" hspace="14" vspace="0" alt="Title and abstract from a 2006 PANDA2 paper about certain difficulties encountered when optimizing imperfect stiffened cylindrical shells"></a></td> <td width="188"><a href="pages/page_28.html"><img src="thumbnails/s28.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS model of an externally stiffened cylindrical shell previously optimized by PANDA2"></a></td> <td width="188"><a href="pages/page_29.html"><img src="thumbnails/s29.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt=""Global" optimization via the PANDA2 processor, SUPEROPT, of an externally T-ring and T-stringer stiffened cylindrical shell under loads, Nx, Ny, Nxy,"></a></td> <td width="188"><a href="pages/page_30.html"><img src="thumbnails/s30.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="Optimum design obtained by PANDA2 for an imperfect externally T-ring and T-stringer stiffened cylindrical shell under combined loads, Nx, Ny, Nxy, p"></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">PANDA2-optimized weights versus major stringer spacing for cylindrical shells with and without sub-stiffeners</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Title and abstract from a 2006 PANDA2 paper about certain difficulties encountered when optimizing imperfect stiffened cylindrical shells</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS model of an externally stiffened cylindrical shell previously optimized by PANDA2</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">"Global" optimization via the PANDA2 processor, SUPEROPT, of an externally T-ring and T-stringer stiffened cylindrical shell under loads, Nx, Ny, Nxy,</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Optimum design obtained by PANDA2 for an imperfect externally T-ring and T-stringer stiffened cylindrical shell under combined loads, Nx, Ny, Nxy, p</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

panda2 2002-07

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Monday, February 6, 2012