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A port-reduced static condensation reduced basis element method for large component-synthesized structures: approximation and A Posteriori error estimation

机译:用于大分量合成结构的端口减少的静态凝聚减少基本元素方法:近似和后验误差估计

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摘要

Background:We consider a static condensation reduced basis element framework for efficient approximation of parameter-dependent linear elliptic partial differential equations in large three-dimensional component-based domains. The approach features an offline computational stage in which a library of interoperable parametrized components is prepared; and an online computational stage in which these component archetypes may be instantiated and connected through predefined ports to form a global synthesized system. Thanks to the component-interior reduced basis approximations, the online computation time is often relatively small compared to a classical finite element calculation.Methods:In addition to reduced basis approximation in the component interiors, we employ in this paper port reduction with empirical port modes to reduce the number of degrees of freedom on the ports and thus the size of the Schur complement system. The framework is equipped with efficiently computable a posteriori error estimators that provide asymptotically rigorous bounds on the error in the approximation with respect to the underlying finite element discretization. We extend our earlier approach for two-dimensional scalar problems to the more demanding three-dimensional vector-field case.Results and Conclusions:This paper focuses on linear elasticity analysis for large structures with tens of millions of finite element degrees of freedom. Through our procedure we effectively reduce the number of degrees of freedom to a few thousand, and we demonstrate through extensive numerical results for a microtruss structure that our approach provides an accurate, rapid, and a posteriori verifiable approximation for relevant large-scale engineering problems.
机译:背景:我们考虑静态缩合约简基元框架,用于在大型三维组件域中有效近似参数相关的线性椭圆偏微分方程。该方法的特点是离线计算阶段,其中准备了一个可互操作的参数化组件库。在线计算阶段,其中可以实例化这些组件原型并通过预定义的端口进行连接以形成全局综合系统。得益于组件内部约简的基础近似,与经典的有限元计算相比,在线计算时间通常相对较少。方法:除了在组件内部进行约简的基础近似之外,本文还采用经验端口模式进行端口约简以减少端口上的自由度数量,从而减少Schur补充系统的尺寸。该框架配备有可有效计算的后验误差估计器,这些估计器相对于底层有限元离散化,在近似误差上提供了渐近严格的界限。我们将早期的二维标量方法扩展到要求更高的三维矢量场情况。结果与结论:本文着重于对具有数千万个有限元自由度的大型结构的线性弹性分析。通过我们的程序,我们有效地将自由度减少到几千个,并且通过对微桁架结构的大量数值结果证明,我们的方法为相关的大规模工程问题提供了准确,快速和可验证的后验近似。

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