dc.contributor.author |
Kuruppu, KALH |
|
dc.contributor.author |
Mallikarachchi, HMYC |
|
dc.contributor.editor |
Mallikarachchi, C |
|
dc.contributor.editor |
Hettiarachchi, P |
|
dc.contributor.editor |
Herath, S |
|
dc.contributor.editor |
Fernando, L |
|
dc.date.accessioned |
2023-10-10T06:55:36Z |
|
dc.date.available |
2023-10-10T06:55:36Z |
|
dc.date.issued |
2023-09-27 |
|
dc.identifier.citation |
** |
en_US |
dc.identifier.uri |
http://dl.lib.uom.lk/handle/123/21539 |
|
dc.description.abstract |
Research on origami-based folding patterns has led to major technical developments from
nanoscale metamaterial to large-scale deployable space structures. Deployable space structures
such as solar sails and reflectors require them to be stored in a small volume while being able
to deploy into a large configuration when in operation. The developability of origami facilitates
the employment of deployability and self-actuation qualities in making these lightweight
structures. In general, these structures are constructed with ultrathin materials and the quality
of deployed surface increases the efficiency of the functionality of the structure.
The curved crease origami structures consist of fewer creases than their equivalent straight
crease counterparts. Lower number of creases leads to increase in efficiency as well as faster
manufacturing rate. At present origami related research is mainly focused on predicting straight
crease behaviour and the possible use of curved crease origami folding patterns requires more
attention. This research is focused on studying the effect of membrane thickness on the folding
behaviour of the curved-crease Miura Ori structures.
Analytical equations for predicting the edge curve motion were first considered after a thorough
literature review and an elliptical curved-crease Miura structure with a radii 40 mm and 69 mm
made of 80 gsm copier paper was selected as a case study. The proposed numerical scheme for
predicting folding and deployment behaviour discretises the curved crease into a series of
straight line segments which are then replaced with a series of rotational springs. The
equivalent rotational stiffness of a perforated straight crease was measured using a simple
experimental setup which measures the force required to open a crease with crease angle
opening. Same procedure was repeated for three different specimens and the mean rotational
stiffness was used as an input to the rotational spring employed in the numerical model. The
selected curved crease pattern was then simulated using the proposed numerical technique to
obtain the deformed configuration under predefined loading conditions. The predicted shape
was then validated against surface mesh obtained using a LiDAR scan of a physically
constructed model under similar loading conditions. The experimentally validated numerical
technique was then used to assess the changes in folding behaviour with changing membrane
thicknesses. It is shown that the membrane thickness has a clear impact on the folding of the
curved crease Miura Ori structure.
Change in edge curve location leads to an overall change in displacement of the folded structure
and hence the overall deployability of the structure changes with varying membrane thickness.
This change of the edge curve coordinates gets accumulated when the base structure is
tessellated to form the final deployable structure. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
Department of Civil Engineering |
en_US |
dc.subject |
Curved crease |
en_US |
dc.subject |
Origami |
en_US |
dc.subject |
Miura Ori |
en_US |
dc.subject |
Crease stiffness |
en_US |
dc.title |
Analysis of curved crease origami structures |
en_US |
dc.type |
Conference-Abstract |
en_US |
dc.identifier.faculty |
Engineering |
en_US |
dc.identifier.department |
Department of Civil Engineering |
en_US |
dc.identifier.year |
2023 |
en_US |
dc.identifier.conference |
Civil Engineering Research Symposium 2023 |
en_US |
dc.identifier.place |
University of Moratuwa, Katubedda, Moratuwa. |
en_US |
dc.identifier.pgnos |
p. 1-2 |
en_US |
dc.identifier.proceeding |
Proceedings of Civil Engineering Research Symposium 2023 |
en_US |
dc.identifier.email |
[email protected] |
en_US |