A further advantage of form stiffened shells is that upon removal of the
launch constraints/tie downs, the shells self deploy due to the release of
the stowed strain energy. This deployment occurs without the need for or
dependence on additional external energy. This is in contrast to many
proposed gossamer structure deployment and rigidization processes which
depend on pressure, thermal, or UV radiation to deploy and stabilize the
aperture into the desired final shape. Deployment tests have been
successfully completed on apertures up to 1-m in size and observed behavior
is expected to scale to larger sizes. Representative deployment results
for different stowage configurations for a 0.5m roll stowed shell are shown
in Figure 10 and Figure 11. These results highlight the simplicity of the
stowage and self deployment characteristics of form stiffened single
surface shells. As can be seen from the images, the deployment process is
well controlled and deterministic. The use of a support rim in these
tests is only a simplification used during ground based deployment testing.
Once deployed, shells are self supporting in 1-G (with some edge
deformation) on as few as 4 posts. Deployment rate can be influenced by
such factors as roll stowage diameter, material properties and surface
geometry.
Still images from supported dual roll deployment quantification test