Abstract
In this paper, we present some advanced shell models for the analysis of multilayered structures in which the mechanical and physical properties may change in the thickness direction. The finite element method showed successful performances to approximate the solutions of the advanced structures. In this regard, two variational formulations are available to reach the stiffness matrices, the Principle of Virtual Displacement (PVD) and the Reissner Mixed Variational Theorem (RMVT). Here we introduce a strategy similar to MITC (Mixed Interpolated of Tensorial Components) approach, in the RMVT formulation, in order to construct an advanced locking-free finite element. Moreover, assuming the transverse stresses as independent variables, the continuity at the interfaces between layers is easily imposed. We show that in the RMVT context, the element exhibits both properties of convergence and robustness when comparing the numerical results with benchmark solutions from literature.
| Original language | English |
|---|---|
| Pages (from-to) | 492-497 |
| Number of pages | 6 |
| Journal | Composite Structures |
| Volume | 113 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - Jul 2014 |
| Externally published | Yes |
Keywords
- Isotropic
- Mixed Interpolated Tensorial Components
- Refined theories
- Reissner's Mixed Variational Theorem
- Sandwich
- Shell finite elements
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