A general isogeometric finite element formulation for rotation-free shells with in-plane bending of embedded fibers
Autor: | Duong, Xuan Thang, Itskov, Mikhail, Sauer, Roger Andrew |
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Rok vydání: | 2021 |
Předmět: | |
Zdroj: | International journal for numerical methods in engineering 123(14), 3115-3147 (2022). doi:10.1002/nme.6937 |
DOI: | 10.48550/arxiv.2110.00460 |
Popis: | This paper presents a general, nonlinear isogeometric finite element formulation for rotation-free shells with embedded fibers that captures anisotropy in stretching, shearing, twisting and bending -- both in-plane and out-of-plane. These capabilities allow for the simulation of large sheets of heterogeneous and fibrous materials either with or without matrix, such as textiles, composites, and pantographic structures. The work is a computational extension of our earlier theoretical work [1] that extends existing Kirchhoff-Love shell theory to incorporate the in-plane bending resistance of initially straight or curved fibers. The formulation requires only displacement degrees-of-freedom to capture all mentioned modes of deformation. To this end, isogeometric shape functions are used in order to satisfy the required $C^1$-continuity for bending across element boundaries. The proposed formulation can admit a wide range of material models, such as surface hyperelasticity that does not require any explicit thickness integration. To deal with possible material instability due to fiber compression, a stabilization scheme is added. Several benchmark examples are used to demonstrate the robustness and accuracy of the proposed computational formulation. Comment: This version changes the title for a better clarity. It also updates the reference list and improves minor text editing. Results unchanged |
Databáze: | OpenAIRE |
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