Two-tier model reduction of viscoelastically damped finite element models. (15th July 2019)
- Record Type:
- Journal Article
- Title:
- Two-tier model reduction of viscoelastically damped finite element models. (15th July 2019)
- Main Title:
- Two-tier model reduction of viscoelastically damped finite element models
- Authors:
- Kuether, Robert J.
- Abstract:
- Highlights: Two-tier model reduction solves transient responses for linear viscoelastic models. Tier-one model reduced with real modes linearized about various frequencies. Tier-two model reduced with complex modes from nonlinear eigenvalue problem. Demonstrated on a cantilevered sandwich plate structure at various temperatures. Reduction scheme accurately and efficiently predicts transient response. Abstract: Transient simulations of linear viscoelastically damped structures require excessive computational resources to directly integrate the full-order finite element model with time-stepping algorithms. Traditional modal reduction techniques are not directly applicable to these systems since viscoelastic materials depend on time and frequency. A more appropriate reduction basis is obtained from the nonlinear, complex eigenvalue problem, whose eigenvectors capture the appropriate kinematics and enable frequency-based mode selection; unfortunately, the computational cost is prohibitive for computing these modes from large-scale engineering models. To address this shortcoming, this work proposes a novel two-tier reduction procedure to reduce the upfront cost of solving the complex, nonlinear eigenvalue problem. The first reduction step reduces the full-order model with real mode shapes linearized about various centering frequencies to capture the kinematics over a full range of viscoelastic material behavior (glassy, rubbery, and glass-transition zones). This tier-oneHighlights: Two-tier model reduction solves transient responses for linear viscoelastic models. Tier-one model reduced with real modes linearized about various frequencies. Tier-two model reduced with complex modes from nonlinear eigenvalue problem. Demonstrated on a cantilevered sandwich plate structure at various temperatures. Reduction scheme accurately and efficiently predicts transient response. Abstract: Transient simulations of linear viscoelastically damped structures require excessive computational resources to directly integrate the full-order finite element model with time-stepping algorithms. Traditional modal reduction techniques are not directly applicable to these systems since viscoelastic materials depend on time and frequency. A more appropriate reduction basis is obtained from the nonlinear, complex eigenvalue problem, whose eigenvectors capture the appropriate kinematics and enable frequency-based mode selection; unfortunately, the computational cost is prohibitive for computing these modes from large-scale engineering models. To address this shortcoming, this work proposes a novel two-tier reduction procedure to reduce the upfront cost of solving the complex, nonlinear eigenvalue problem. The first reduction step reduces the full-order model with real mode shapes linearized about various centering frequencies to capture the kinematics over a full range of viscoelastic material behavior (glassy, rubbery, and glass-transition zones). This tier-one reduction preserves time-temperature superposition and allows the equations to depend parametrically on operating temperature. The second-level reduction then solves the complex, nonlinear eigenmode solutions in the tier-one reduced space about a fixed temperature to further reduce the equations-of-motion. The method is demonstrated on a cantilevered sandwich plate to showcase its accuracy and efficiency in comparison to full-order model predictions. … (more)
- Is Part Of:
- Computers & structures. Volume 219(2019)
- Journal:
- Computers & structures
- Issue:
- Volume 219(2019)
- Issue Display:
- Volume 219, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 219
- Issue:
- 2019
- Issue Sort Value:
- 2019-0219-2019-0000
- Page Start:
- 58
- Page End:
- 72
- Publication Date:
- 2019-07-15
- Subjects:
- Viscoelasticity -- Nonviscous damping -- Model order reduction -- Transient simulations -- Nonlinear eigenvalue problem
Structural engineering -- Data processing -- Periodicals
Electronic data processing -- Structures, Theory of -- Periodicals
624.171 - Journal URLs:
- http://www.sciencedirect.com/science/journal/00457949/ ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.compstruc.2019.03.012 ↗
- Languages:
- English
- ISSNs:
- 0045-7949
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3394.790000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 10099.xml