<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 model of deformation of a 60-degree sector of the same cylindrical shell as the 360-degree model shown on the previous slide"></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 model of deformation at the maximum axial compression of a ring and stringer stiffened cylindrical shell previously optimized by PANDA2"></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="More on the STAGS model of static and dynamic behavior of an axially compressed ring and stringer stiffened cylindrical shell optimized by PANDA2 "></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 elastic-plastic static collapse of an axially compressed ring and stringer stiffened cylindrical shell optimized by PANDA2"></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="A segmented externally corrugated payload shroud"></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 model of deformation of a 60-degree sector of the same cylindrical shell as the 360-degree model shown on the previous slide</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 deformation at the maximum axial compression of a ring and stringer 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">More on the STAGS model of static and dynamic behavior of an axially compressed ring and stringer stiffened cylindrical shell 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">STAGS model of elastic-plastic static collapse of an axially compressed ring and stringer stiffened cylindrical shell 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">A segmented externally corrugated payload shroud</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="Axially oriented external corrugations on the payload shroud"></a></td> <td width="188"><a href="pages/page_27.html"><img src="thumbnails/s27.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="Non-axisymmetric loading, pre-buckling bending, and buckling of the payload shroud"></a></td> <td width="188"><a href="pages/page_28.html"><img src="thumbnails/s28.jpg" width="106" height="160" border="0" hspace="14" vspace="0" alt="Schematic of the joint in the payload shroud that buckled during a test"></a></td> <td width="188"><a href="pages/page_29.html"><img src="thumbnails/s29.jpg" width="160" height="108" border="0" hspace="14" vspace="0" alt="Photograph of the actual buckles represented schematically in the previous slide"></a></td> <td width="188"><a href="pages/page_30.html"><img src="thumbnails/s30.jpg" width="158" height="160" border="0" hspace="14" vspace="0" alt="The beginning of Part 3 of the "Buckling Comments" document. The link is called "advice paper", which you can download."></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">Axially oriented external corrugations on the payload shroud</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Non-axisymmetric loading, pre-buckling bending, and buckling of the payload shroud</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Schematic of the joint in the payload shroud that buckled during a test</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Photograph of the actual buckles represented schematically in the previous slide</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">The beginning of Part 3 of the "Buckling Comments" document. The link is called "advice paper", which you can download.</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

buckling comments

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Monday, February 6, 2012