2013
DOI: 10.1002/nme.4545
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Variational sensitivity analysis of a nonlinear solid shell element

Abstract: SUMMARY The paper is concerned with variational sensitivity analysis of a nonlinear solid shell element, which is based on the Hu–Washizu variational principle. The sensitivity information is derived on the continuous level and discretized to yield the analytical expressions on the computational level. Especially, the pseudo load matrix and the sensitivity matrix, which dominate design sensitivity analysis of shape optimization problems, are derived. Because of the mixed formulation, condensation of the pseudo… Show more

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Cited by 5 publications
(6 citation statements)
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“…Having solved Equation () for normalΔbold-italicûe$\Delta \hat{\bm {{u}}}_e$, the increments of the strains and stresses can be updated as follows Δbold-italicαe1=bold-italicCe1false(Le0.16emnormalΔbold-italicûegoodbreak+befalse),Δbold-italicαe2=(bold-italicAe22)1false(Ae210.16emnormalΔαe1goodbreak+ae2false),Δbold-italicβe=bold-italicCe1false(Ae0.16emnormalΔαe1goodbreak+aefalse).$$\begin{equation} \begin{aligned} \Delta \bm {{\alpha }}^1_e &= \bm {{C}}_e^{\mathsf {-1}}\,(\bm {{L}}_e\,\Delta \hat{\bm {{u}}}_e + \bm {{b}}_e), \\ \Delta \bm {{\alpha }}^2_e &= -(\bm {{A}}_e^{22})^{\mathsf {-1}}\,(\bm {{A}}_e^{21}\,\Delta \bm {{\alpha }}^1_e + \bm {{a}}_e^2), \\ \Delta \bm {{\beta }}_e &= \bm {{C}}_e^{\mathsf {-1}}\,(\bm {{A}}_e\,\Delta \bm {{\alpha }}_e^1 + \bm {{a}}_e). \end{aligned} \end{equation}$$The interested reader is referred to [3] or [2] for further details on element matrices and shape functions that have been neglected here for reasons of brevity.…”
Section: Structural Analysismentioning
confidence: 99%
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“…Having solved Equation () for normalΔbold-italicûe$\Delta \hat{\bm {{u}}}_e$, the increments of the strains and stresses can be updated as follows Δbold-italicαe1=bold-italicCe1false(Le0.16emnormalΔbold-italicûegoodbreak+befalse),Δbold-italicαe2=(bold-italicAe22)1false(Ae210.16emnormalΔαe1goodbreak+ae2false),Δbold-italicβe=bold-italicCe1false(Ae0.16emnormalΔαe1goodbreak+aefalse).$$\begin{equation} \begin{aligned} \Delta \bm {{\alpha }}^1_e &= \bm {{C}}_e^{\mathsf {-1}}\,(\bm {{L}}_e\,\Delta \hat{\bm {{u}}}_e + \bm {{b}}_e), \\ \Delta \bm {{\alpha }}^2_e &= -(\bm {{A}}_e^{22})^{\mathsf {-1}}\,(\bm {{A}}_e^{21}\,\Delta \bm {{\alpha }}^1_e + \bm {{a}}_e^2), \\ \Delta \bm {{\beta }}_e &= \bm {{C}}_e^{\mathsf {-1}}\,(\bm {{A}}_e\,\Delta \bm {{\alpha }}_e^1 + \bm {{a}}_e). \end{aligned} \end{equation}$$The interested reader is referred to [3] or [2] for further details on element matrices and shape functions that have been neglected here for reasons of brevity.…”
Section: Structural Analysismentioning
confidence: 99%
“…The method for the computation of sensitivity information is based on a variational approach as described in [2] in the context of geometric shape sensitivity analysis. This approach is founded on an enhanced kinematic viewpoint that offers a rigorous separation of geometric and physical effects within a deformation process.…”
Section: Response Sensitivity Analysismentioning
confidence: 99%
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“…The sensitivity analysis provides gradient information to include stability quantities in efficient mathematical optimisation schemes. Variational design sensitivity analysis of this solid shell finite element is performed in [3], providing essential quantities by means of the pseudo load matrix and sensitivity matrix. Imperfections are an important issue in the framework of structural stability.…”
Section: Introductionmentioning
confidence: 99%
“…The design of such structures is extremely important for their stability, robustness and load-bearing capacity. The variational design sensitivity analysis for this nonlinear solid shell is performed and especially the pseudo load matrix and the sensitivity matrix are derived in [3]. An illustrative example demonstrates the advocated concept.…”
Section: Introductionmentioning
confidence: 99%