SHAPE AND STRESS SENSING OF MULTILAYERED COMPOSITE AND SANDWICH STRUCTURES USING AN INVERSE FINITE ELEMENT METHOD

被引:0
|
作者
Cerracchio, Priscilla [1 ]
Gherlone, Marco [1 ]
Di Sciuva, Marco [1 ]
Tessler, Alexander [2 ]
机构
[1] Politecn Torino, Dept Mech & Aerosp Engn, Corso Duca Abruzzi 24, I-10129 Turin, Italy
[2] NASA Langley Res Ctr, Structural Mech & Concepts Branch, Hampton, VA 23681 USA
关键词
Composite Structures; Sandwich Structures; Shape Sensing; Stress Sensing; Inverse Finite Element Method; Inverse Plate Element; LAMINATED COMPOSITE; PLATES;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The marked increase in the use of composite and sandwich material systems in aerospace, civil, and marine structures leads to the need for integrated Structural Health Management systems. A key capability to enable such systems is the real-time reconstruction of structural deformations, stresses, and failure criteria that are inferred from in-situ, discrete-location strain measurements. This technology is commonly referred to as shape-and stress-sensing. Presented herein is a computationally efficient shape-and stress-sensing methodology that is ideally suited for applications to laminated composite and sandwich structures. The new approach employs the inverse Finite Element Method (iFEM) as a general framework and the Refined Zigzag Theory (RZT) as the underlying plate theory. A three-node inverse plate finite element is formulated. The element formulation enables robust and efficient modeling of plate structures instrumented with strain sensors that have arbitrary positions. The methodology leads to a set of linear algebraic equations that are solved efficiently for the unknown nodal displacements. These displacements are then used at the finite element level to compute full-field strains, stresses, and failure criteria that are in turn used to assess structural integrity. Numerical results for multilayered, highly heterogeneous laminates demonstrate the unique capability of this new formulation for shape-and stress-sensing.
引用
收藏
页码:311 / 322
页数:12
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