2016
DOI: 10.12989/sss.2016.18.1.155
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Nonlinear modelling and analysis of thin piezoelectric plates: Buckling and post-buckling behaviour

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Cited by 10 publications
(11 citation statements)
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“…Finally, we note that a structural mechanics framework-as developed in this paper-is especially valuable when it comes to the analysis of stability problems using a semi-analytical approach to account for the dominating nonlinear terms, for example, studying the effect of geometric nonlinearities by simplified kinematics, e.g., using a von Kármán-type theory, combined with a low-order Ritz approximation. Examples of this approach for the case of piezoelectric or thermoelastic plates can be found in [49,50] or [51] identifying that in similar examples not only buckling and snap-through / snap-back, but also snap buckling behavior can be observed.…”
Section: A Non-symmetric Stability Problemmentioning
confidence: 99%
“…Finally, we note that a structural mechanics framework-as developed in this paper-is especially valuable when it comes to the analysis of stability problems using a semi-analytical approach to account for the dominating nonlinear terms, for example, studying the effect of geometric nonlinearities by simplified kinematics, e.g., using a von Kármán-type theory, combined with a low-order Ritz approximation. Examples of this approach for the case of piezoelectric or thermoelastic plates can be found in [49,50] or [51] identifying that in similar examples not only buckling and snap-through / snap-back, but also snap buckling behavior can be observed.…”
Section: A Non-symmetric Stability Problemmentioning
confidence: 99%
“…[3]) in cylindrical coordinates reads Section forces are denoted by n i and section moments by m i .…”
Section: Modelingmentioning
confidence: 99%
“…The balance of momentum for plate level section forces and section moments (see e.g. [3]) in cylindrical coordinates reads…”
Section: Modelingmentioning
confidence: 99%
“…This coupling results in a non-local formulation over the domain i , as it has been discussed in detail in [4] for a linear plate. As in (50) c > 0 and the enthalpy H is not positive definite, we cannot speak about the minimality problem in the presence of electrical unknowns, but experience shows that small negative eigenvalues of the stiffness matrix do not influence the convergence of the quasi-Newton scheme for solving the equation in (54). Dividing the domain into finite elements, we keep in mind that the function H Σ is integrable due to the continuity of the approximation.…”
Section: Elastic Forces and Stiffness Of The Elementmentioning
confidence: 99%
“…The unloading branch (dashed line in Fig. 10) is not identical with the loading one, which can be attributed to phenomena such as snap-through and snapback or snap-buckling; see Krommer and Irschik [53] and Krommer et al [54] for the discussion of such phenomena for the simpler problem of a piezoelectric plate. In any case, we found multiple equilibria in the vicinity of χ * , and we observed a small hysteresis loop.…”
Section: Rotationally Symmetric Deformationmentioning
confidence: 99%