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![Soft robot crawls along a pipe by ribbon buckling and twisting](thumbnails/s286.jpg) |
![(a) Finite element model and (b,c) Symmetric and antisymmetric buckling modes](thumbnails/s287.jpg) |
![Failure of axially compressed hyperboloid lattice](thumbnails/s288.jpg) |
![Arch with corrugated web and test specimen](thumbnails/s289.jpg) |
![Local buckling of arch with corrugated web: (a) test result and (b) finite element model](thumbnails/s290.jpg) |
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Soft robot crawls along a pipe by ribbon buckling and twisting |
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(a) Finite element model and (b,c) Symmetric and antisymmetric buckling modes |
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Failure of axially compressed hyperboloid lattice "shell" from (a) simulation and (b) test |
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Arch with corrugated web and test specimen |
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Local buckling of arch with corrugated web: (a) test result and (b) finite element model |
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![Local buckling mode from the finite element model](thumbnails/s291.jpg) |
![Various origami structures](thumbnails/s292.jpg) |
![Deployable thin-walled structures with various numbers of sides](thumbnails/s293.jpg) |
![Curved deployable thin-walled structures](thumbnails/s294.jpg) |
![Deployable tents](thumbnails/s295.jpg) |
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Local buckling mode from the finite element model |
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Various origami structures |
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Deployable thin-walled structures with various numbers of sides |
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Curved deployable thin-walled structures |
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![(a) Miura-ori origami, (b) unit cell, and (c) sheet of unit cells](thumbnails/s296.jpg) |
![Parts (d) and (e) of Fig. 1, (a-c) that are shown in the previous image](thumbnails/s297.jpg) |
![Fig. 10 (a) Tested specimen; (b) Geometry of the individual sheets used to make the tested specimen; for (d) see the next image](thumbnails/s298.jpg) |
![Force-displacement curves from test and finite element (FE) model](thumbnails/s299.jpg) |
![Axial displaement W (mm) from the FE model (left side) and from the test (right side)](thumbnails/s300.jpg) |
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(a) Miura-ori origami, (b) unit cell, and (c) sheet of unit cells |
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Parts (d) and (e) of Fig. 1, (a-c) that are shown in the previous image |
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Fig. 10 (a) Tested specimen; (b) Geometry of the individual sheets used to make the tested specimen; for (d) see the next image |
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Force-displacement curves from test and finite element (FE) model |
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Axial displaement W (mm) from the FE model (left side) and from the test (right side) |
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