|
![Elements of a foldable (deployable) cellular origami-type structure](thumbnails/s211.jpg) |
![Various polygonal origami-type foldable structures](thumbnails/s212.jpg) |
![Behavior under folding of a particular origami-type structure as functions of amount of foldng](thumbnails/s213.jpg) |
![Graphene sheet embedded in polymer matrix](thumbnails/s214.jpg) |
![Wrinkling of a bilayer from annealing](thumbnails/s215.jpg) |
|
Elements of a foldable (deployable) cellular origami-type structure |
|
Various polygonal origami-type foldable structures |
|
Behavior under folding of a particular origami-type structure as functions of amount of foldng |
|
Graphene sheet embedded in polymer matrix |
|
Wrinkling of a bilayer from annealing |
|
|
|
![Various buckling modes of a thin ring attached to a compliant substrate under internal vacuum](thumbnails/s216.jpg) |
![Piezoelectric layers embedded in a shell wall](thumbnails/s217.jpg) |
![Diagonal Buckling Restrained Braces (BRB) efficiently prevent collapse of multi-storey buildings during severe earthquakes](thumbnails/s218.jpg) |
![The purpose of installing Buckling Restrained Braces (BRB)](thumbnails/s219.jpg) |
![Local elasto-plastic buckling at a joint may initiate progressive collapse of a multi-storey building](thumbnails/s220.jpg) |
|
Various buckling modes of a thin ring attached to a compliant substrate under internal vacuum |
|
Piezoelectric layers embedded in a shell wall |
|
Diagonal Buckling Restrained Braces (BRB) efficiently prevent collapse of multi-storey buildings during severe earthquakes |
|
The purpose of installing Buckling Restrained Braces (BRB) |
|
Local elasto-plastic buckling at a joint may initiate progressive collapse of a multi-storey building |
|
|
|
![Vierendeel mechanism in the deformation of a beam subjected to moments and shear forces. The beam has a large opening in its web.](thumbnails/s221.jpg) |
![Thin-walled beam with local bending moment applied near the web opening](thumbnails/s222.jpg) |
![Locally laterally compressed channel end with web hole: Web crippling](thumbnails/s223.jpg) |
![Various distributions of CNTs (Carbon Nano Tubes) as reinforcement across the thickness of a shell wall](thumbnails/s224.jpg) |
![Grid-stiffened panel with curved stiffeners](thumbnails/s225.jpg) |
|
Vierendeel mechanism in the deformation of a beam subjected to moments and shear forces. The beam has a large opening in its web. |
|
Thin-walled beam with local bending moment applied near the web opening |
|
Locally laterally compressed channel end with web hole: Web crippling |
|
Various distributions of CNTs (Carbon Nano Tubes) as reinforcement across the thickness of a shell wall |
|
Grid-stiffened panel with curved stiffeners |
|
|