2019
DOI: 10.20898/j.iass.2019.199.031
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Computational Design of Bistable Deployable Scissor Structures: Trends and Challenges

Abstract: This space reserved for the Editor to give such information as date of receipt of manuscript, date of receipt of revisions (if any), and date of acceptance of paper. In addition, a statement about possible written discussion is appended.

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Cited by 10 publications
(9 citation statements)
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“…the maximum von Mises stress during deployment and in the service state must be below the yield stress 𝜎 𝑩 of the material, 2. the vertical displacement in the service state is chosen to be lower than 𝐿 100 ⁄ (Koumar et al [7]) with 𝐿 the maximum spatial dimension of the structure i.e. 2 m, 3. buckling of the beams must be avoided in the service state, which is verified using an analytical criterion following Eurocode 9 (Arnouts et al [2]).…”
Section: Shape and Sizing Optimisation Methodology (Sso)mentioning
confidence: 96%
See 1 more Smart Citation
“…the maximum von Mises stress during deployment and in the service state must be below the yield stress 𝜎 𝑩 of the material, 2. the vertical displacement in the service state is chosen to be lower than 𝐿 100 ⁄ (Koumar et al [7]) with 𝐿 the maximum spatial dimension of the structure i.e. 2 m, 3. buckling of the beams must be avoided in the service state, which is verified using an analytical criterion following Eurocode 9 (Arnouts et al [2]).…”
Section: Shape and Sizing Optimisation Methodology (Sso)mentioning
confidence: 96%
“…Because of the transformable bistable nature, the design of bistable scissor structures requires assessing both the non-linear transformation behaviour as well as the service state in the deployed configuration (Arnouts et al [2]). A proper structural design has to provide sufficient stiffness in the deployed state, and flexibility during transformation to limit the force required for (un)folding.…”
Section: Introductionmentioning
confidence: 99%
“…Today, although they have not specifically focussed on their study, Roovers and De Temmermann 21,22 have established basic geometric conditions for the design of structures with bi-stable behaviour, Arnouts has led a detailed investigation into the deployment forces of these elements 23 –26 and Zhao et al 27 have studied ‘the experimental and simulated displacements and internal forces on the deployment process of self-locking cuboid foldable structural units’.…”
Section: Introductionmentioning
confidence: 99%
“…Because of the large displacements and rotations and the bistability, the transformation behaviour of bistable scissor structures, first studied computationally by Gantes [11], is highly non-linear. By though analysing bistable scissor structures is a contemporary research topic [12][13][14][15][16][17][18][19], existing applications in civil engineering are rare, largely due to this complex structural behaviour.…”
Section: Introductionmentioning
confidence: 99%