2016
DOI: 10.1007/s11012-016-0375-5
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Basic criteria to design and produce multistable shells

Abstract: A shell can have multiple stable equilibria either if its initial curvature is sufficiently high or if a suitably strong pre-stress is applied. Under the hypotheses of a thin and shallow shell, we derive closed form results for the critical values of curvatures and pre-stresses leading to bistability and tristability. These analytical expressions allow to easily provide guidelines to build shells with different stability properties.

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Cited by 31 publications
(20 citation statements)
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“…For an almost neutrally stable shell, the stiffness with respect to c is much higher than the one with respect to φ . As far as the inextensible shell model is pertinent, this stiffness ratio is vanishing independently of the shell thickness and Young modulus, see [17,18]. Hence, we will study the coupled fluid–structure interaction under the further approximation that c is constant, and φ is the only structural degree of freedom left to describe the shell deformation.…”
Section: Stokes Flow and Forces From The Fluid To The Structurementioning
confidence: 99%
“…For an almost neutrally stable shell, the stiffness with respect to c is much higher than the one with respect to φ . As far as the inextensible shell model is pertinent, this stiffness ratio is vanishing independently of the shell thickness and Young modulus, see [17,18]. Hence, we will study the coupled fluid–structure interaction under the further approximation that c is constant, and φ is the only structural degree of freedom left to describe the shell deformation.…”
Section: Stokes Flow and Forces From The Fluid To The Structurementioning
confidence: 99%
“…Then, a formal treatment performs a partinversion of the Jacobian matrix in Eqs. (24)- (26), giving first a one-matrix eigenproblem of size N u for the displacement components…”
Section: The Case B = 0 With Non-singular Bmentioning
confidence: 99%
“…Rafsanjani, Akbarzadeh and Pasini show how a meta-material with selected properties can be designed from geometrically non-linear effects in a non-homogeneous material [37]. Hamouche and co-workers derive closed-form expressions for bi-or tri-stability of thin shallow shells, and show how the shape of a structure can be controlled by active materials [25,26]. Emam and Inman give an extensive review of the morphing and energy harvesting potential in bi-stable composite laminates, where morphing is an "interesting feature of modern structures that enables them to change shape according to environmental or operational conditions" [14].…”
Section: Introductionmentioning
confidence: 99%
“…Stress induced by geometrical frustration is known to affect the mechanical equilibria of complex rods [23][24][25], sheets [26] and shells [27][28][29]. To explore similar effects of incompatible curvature on the stability of conical frusta, we fabricate elastic RCF with controlled overcurvature by redesigning the negative mold (# 1, Fig.…”
Section: Effect Of Overcurvature On Multistability Of a Pop Toobmentioning
confidence: 99%