<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_286.html"><img src="thumbnails/s286.jpg" width="84" height="179" border="0" hspace="14" vspace="0" alt="Soft robot crawls along a pipe by ribbon buckling and twisting"></a></td> <td width="208"><a href="pages/page_287.html"><img src="thumbnails/s287.jpg" width="114" height="180" border="0" hspace="14" vspace="0" alt="(a) Finite element model and (b,c) Symmetric and antisymmetric buckling modes"></a></td> <td width="208"><a href="pages/page_288.html"><img src="thumbnails/s288.jpg" width="180" height="105" border="0" hspace="14" vspace="0" alt="Failure of axially compressed hyperboloid lattice "shell" from (a) simulation and (b) test"></a></td> <td width="208"><a href="pages/page_289.html"><img src="thumbnails/s289.jpg" width="180" height="141" border="0" hspace="14" vspace="0" alt="Arch with corrugated web and test specimen"></a></td> <td width="208"><a href="pages/page_290.html"><img src="thumbnails/s290.jpg" width="180" height="71" border="0" hspace="14" vspace="0" alt="Local buckling of arch with corrugated web: (a) test result and (b) finite element model"></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">Soft robot crawls along a pipe by ribbon buckling and twisting</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">(a) Finite element model and (b,c) Symmetric and antisymmetric buckling modes</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Failure of axially compressed hyperboloid lattice "shell" from (a) simulation and (b) test</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Arch with corrugated web and test specimen</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling of arch with corrugated web: (a) test result and (b) finite element model</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_291.html"><img src="thumbnails/s291.jpg" width="180" height="80" border="0" hspace="14" vspace="0" alt="Local buckling mode from the finite element model"></a></td> <td width="208"><a href="pages/page_292.html"><img src="thumbnails/s292.jpg" width="161" height="180" border="0" hspace="14" vspace="0" alt="Various origami structures"></a></td> <td width="208"><a href="pages/page_293.html"><img src="thumbnails/s293.jpg" width="132" height="180" border="0" hspace="14" vspace="0" alt="Deployable thin-walled structures with various numbers of sides"></a></td> <td width="208"><a href="pages/page_294.html"><img src="thumbnails/s294.jpg" width="143" height="180" border="0" hspace="14" vspace="0" alt="Curved deployable thin-walled structures"></a></td> <td width="208"><a href="pages/page_295.html"><img src="thumbnails/s295.jpg" width="180" height="125" border="0" hspace="14" vspace="0" alt="Deployable tents"></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">Local buckling mode from the finite element model</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Various origami structures</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Deployable thin-walled structures with various numbers of sides</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Curved deployable thin-walled structures</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Deployable tents</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_296.html"><img src="thumbnails/s296.jpg" width="113" height="180" border="0" hspace="14" vspace="0" alt="(a) Miura-ori origami, (b) unit cell, and (c) sheet of unit cells"></a></td> <td width="208"><a href="pages/page_297.html"><img src="thumbnails/s297.jpg" width="142" height="180" border="0" hspace="14" vspace="0" alt="Parts (d) and (e) of Fig. 1, (a-c) that are shown in the previous image"></a></td> <td width="208"><a href="pages/page_298.html"><img src="thumbnails/s298.jpg" width="180" height="175" border="0" hspace="14" vspace="0" alt="Fig. 10 (a) Tested specimen; (b) Geometry of the individual sheets used to make the tested specimen; for (d) see the next image"></a></td> <td width="208"><a href="pages/page_299.html"><img src="thumbnails/s299.jpg" width="180" height="113" border="0" hspace="14" vspace="0" alt="Force-displacement curves from test and finite element (FE) model"></a></td> <td width="208"><a href="pages/page_300.html"><img src="thumbnails/s300.jpg" width="180" height="141" border="0" hspace="14" vspace="0" alt="Axial displaement W (mm) from the FE model (left side) and from the test (right side)"></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">(a) Miura-ori origami, (b) unit cell, and (c) sheet of unit cells</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Parts (d) and (e) of Fig. 1, (a-c) that are shown in the previous image</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Fig. 10 (a) Tested specimen; (b) Geometry of the individual sheets used to make the tested specimen; for (d) see the next image</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Force-displacement curves from test and finite element (FE) model</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axial displaement W (mm) from the FE model (left side) and from the test (right side)</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

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