Abstract
The proper orthogonal decomposition (POD) enables effective reduced-order modeling of geometrically nonlinear structures through low-dimensional subspace projection. The conventional POD-based methods construct the reduced-order model solely from the reduced-order bases of global displacement field, leading to the high-order internal force vector and stiffness tensor of reduced coordinates. In this study, the method of a two-field POD is proposed with the introduction of both displacement and stress bases. First, the previous POD-based model reduction of nonlinear structures is reviewed, including the Galerkin projection-based reduction and the stiffness invariants-based reduction. Then, the two-field POD-based reduction is constructed via the Hellinger-Reissner variational formulation so that the reduced-order dynamics equations with stiffness invariants are deduced from the displacement and stress bases. The trade-off of computational cost between the reduced inertial forces and the reduced internal forces is balanced and the computational complexity of stiffness invariants is reduced from a quartic order to a cubic order. Three numerical examples are presented to verify the model reduction for geometrically nonlinear dynamics, including the free swing of a flexible pendulum, the large deformation of a continuum arm and the vibration of an aircraft wing skeleton. The proposed reduced-order model exhibits both high efficiency and high accuracy, outperforming typical reduction approaches.
| Original language | English |
|---|---|
| Article number | 118325 |
| Journal | Computer Methods in Applied Mechanics and Engineering |
| Volume | 446 |
| DOIs | |
| Publication status | Published - 1 Nov 2025 |
Keywords
- Geometric nonlinearity
- Hellinger-Reissner variational principle
- Nonlinear model reduction
- Stiffness invariants
- Two-field POD
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