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Geometrically Nonlinear Deformation Reconstruction Based on iQS4 Elements Using a Linearized Iterative iFEM Algorithm 被引量:1
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作者 Mengying Li Dawei Jia +2 位作者 He Huang Ziyan Wu Adnan Kefal 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2023年第1期166-180,共15页
Structural shape monitoring plays a vital role in the structural health monitoring systems.The inverse finite element method(iFEM)has been demonstrated to be a practical method of deformation reconstruction owing to i... Structural shape monitoring plays a vital role in the structural health monitoring systems.The inverse finite element method(iFEM)has been demonstrated to be a practical method of deformation reconstruction owing to its unique advantages.Current iFEM formulations have been applied to small deformation of structures based on the small-displacement assumption of linear theory.However,this assumption may be inapplicable to some structures with large displacements in practical applications.Therefore,geometric nonlinearity needs to be considered.In this study,to expand the practical utility of iFEM for large displacement monitoring,we propose a nonlinear iFEM algorithm based on a four-node inverse quadrilateral shell element iQS4.Taking the advantage of an iterative iFEM algorithm,a nonlinear response is linearized to compute the geometrically nonlinear deformation reconstruction,like the basic concept of nonlinear FE analysis.Several examples are solved to verify the proposed approach.It is demonstrated that large displacements can be accurately estimated even if the in-situ sensor data includes different levels of randomly generated noise.It is proven that the nonlinear iFEM algorithm provides a more accurate displacement response as compared to the linear iFEM methodology for structures undergoing large displacement.Hence,the proposed approach can be utilized as a viable tool to effectively characterize geometrically nonlinear deformations of structures in real-time applications. 展开更多
关键词 Deformation reconstruction iqs4 element Iterative algorithm Nonlinear iFEM Geometric nonlinearity
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A New Quadrilateral Finite Element Formulation for the Free Vibration Analysis of CNT-Reinforced Plates with Cutouts
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作者 Boudjema Bendaho Abdelhak Mesbah Zakaria Belabed 《Computers, Materials & Continua》 2025年第11期2781-2805,共25页
A new quadrilateral finite element IQ4 is developed for the free vibration of carbon nanotube-reinforced composite(CNTRC)perforated plates with a central cutout.By enriching the membrane part and incorporating a proje... A new quadrilateral finite element IQ4 is developed for the free vibration of carbon nanotube-reinforced composite(CNTRC)perforated plates with a central cutout.By enriching the membrane part and incorporating a projected shear technique,the IQ4 element is proposed to address the known limitations of the standard Q4 element,such as shear locking and limited consistency in the coupling ofmembrane-bending components.The proposed element is formulated within the FSDT-based framework and assessed through benchmark tests to verify its convergence and accuracy.The governing equations are obtained via theweak formofHamilton’s principle.Particular attention is given to the influence of carbon nanotube volume fraction,distribution patterns,and boundary conditions on the fundamental frequency response of CNTRC plates with cutouts.In addition,a parametric study is conducted to assess the influence of cutout geometric configuration,shape,and size ratios on the vibrational response of the CNTRC plate.The numerical results demonstrate that the formulated IQ4 element provides stable and accurate estimations of natural frequencies,even in the presence of a cutout and the coupled effects of the non-uniform distribution of reinforcement through the plate thickness.The developed formulation is expected to contribute to the structural design and optimization of advanced lightweight systems,particularly in aerospace and mechanical engineering applications. 展开更多
关键词 Free vibration analysis improved quadrilateral element(IQ4) projected shear technique membrane enrichment CUTOUT carbon nanotube-reinforced composites(CNTRC)
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基于逆有限元法的船体加筋板结构位移场重构
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作者 孙良晖 张慧虹 +1 位作者 李至华 张猛 《船舶工程》 CSCD 北大核心 2024年第7期50-57,共8页
在船舶遭遇事故时,加筋板是最先受到载荷的结构,为了解该结构在动载荷作用下的位移场,以船体加筋板结构为对象,通过逆有限元法(iFEM)对结构在时域动态载荷作用下的位移场进行重构。先对其进行模态分析,确定其固有频率后对结构施加频率超... 在船舶遭遇事故时,加筋板是最先受到载荷的结构,为了解该结构在动载荷作用下的位移场,以船体加筋板结构为对象,通过逆有限元法(iFEM)对结构在时域动态载荷作用下的位移场进行重构。先对其进行模态分析,确定其固有频率后对结构施加频率超过1阶固有频率的动态载荷,然后进行有限元动态响应模拟,将得到的节点位移结果作为参考解,并将应变数据作为逆有限元输入应变数据进行位移场重构。提出一种较精确的测点布置方案,与其他数量相近但布置方式不同的测点布置方案相比,该测点布置方案的位移场重构误差降低了一半以上,总体保持在5%以内。 展开更多
关键词 逆有限元法 船体加筋板 位移场重构 iqs4逆单元 模态分析
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