251. A novel approach for displacement and stress monitoring of sandwich structures based on the inverse Finite Element Method
- Author
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Priscilla Cerracchio, Marco Di Sciuva, Marco Gherlone, and Alexander Tessler
- Subjects
Materials science ,business.industry ,Inverse ,Structural engineering ,Mixed finite element method ,Displacement (vector) ,Finite element method ,Stress (mechanics) ,Algebraic equation ,Stress sensing ,Inverse Finite Element Method ,Sandwich structures ,Shape sensing ,Plate theory ,Ceramics and Composites ,business ,Civil and Structural Engineering ,Extended finite element method - Abstract
The real-time reconstruction of the displacement and stress fields from discrete-location strain measurements is a fundamental feature for monitoring systems, which is generally 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. Using a C0-discretization, 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 and stresses that may be 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.
- Published
- 2015