A shape sensing approach for laminated plate through coupling isogeometric scaled boundary element with inverse finite element method

IF 1.9 3区 工程技术 Q3 MECHANICS
Feifei Zhao, Hao Zhang, Bo Feng, Jingli Du
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Abstract

The inverse finite element method (iFEM) plays an important role in deformation monitoring of the laminated plate structure by using surface strain measurements, which is also called “shape sensing”. The standard iFEM needs to divide the plate structure into several inverse elements and deformation field of each inverse element is reconstructed based on the measured strain information of each inverse element. Further, the full-field displacements can be obtained by assembling the displacement matrix of the each inverse element. However, in practical engineering, due to the installation of electronic equipment, the surface strains of some inverse elements cannot be measured, which makes it impossible to establish the shape sensing model. To this problem, this paper proposes a novel shape sensing algorithm for laminated plate structure, where the strain sensors are not required to be installed in each inverse element. In this approach, the non-uniform rational B-spline basis functions are adopted for interpolating the kinematic variables, and the scaled boundary finite element method can transform the local into global displacement fields, where the laminated plate structure is discrete into the 2D in-plane dimension. A cantilever laminated plate is used as study cases. The numerical results demonstrate that the proposed method can accurately reconstruct the displacement field and the accuracy is with in 6%. Therefore, the established shape sensing model can be used as an efficient tool for deformation monitoring of the laminated plate structure in practical engineering.

Abstract Image

反有限元法(iFEM)在利用表面应变测量(也称为 "形状传感")对层压板结构进行变形监测方面发挥着重要作用。标准的 iFEM 需要将板结构划分为多个反演元素,并根据每个反演元素的应变测量信息重建每个反演元素的变形场。此外,全场位移可以通过组合每个反演元素的位移矩阵得到。然而,在实际工程中,由于电子设备的安装,一些反演元素的表面应变无法测量,导致形状传感模型无法建立。针对这一问题,本文提出了一种新型的叠层板结构形状传感算法,该算法无需在每个反演元素上安装应变传感器。该方法采用非均匀有理 B 样条基函数对运动学变量进行插值,并通过缩放边界有限元法将局部位移场转化为全局位移场,其中层压板结构离散为二维平面内维度。以悬臂层压板为研究案例。数值结果表明,所提出的方法可以准确地重建位移场,精度在 6% 以内。因此,所建立的形状传感模型可作为实际工程中层压板结构变形监测的有效工具。
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来源期刊
Meccanica
Meccanica 物理-力学
CiteScore
4.70
自引率
3.70%
发文量
151
审稿时长
7 months
期刊介绍: Meccanica focuses on the methodological framework shared by mechanical scientists when addressing theoretical or applied problems. Original papers address various aspects of mechanical and mathematical modeling, of solution, as well as of analysis of system behavior. The journal explores fundamental and applications issues in established areas of mechanics research as well as in emerging fields; contemporary research on general mechanics, solid and structural mechanics, fluid mechanics, and mechanics of machines; interdisciplinary fields between mechanics and other mathematical and engineering sciences; interaction of mechanics with dynamical systems, advanced materials, control and computation; electromechanics; biomechanics. Articles include full length papers; topical overviews; brief notes; discussions and comments on published papers; book reviews; and an international calendar of conferences. Meccanica, the official journal of the Italian Association of Theoretical and Applied Mechanics, was established in 1966.
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