: Hector Jensen, Costas Papadimitriou
: Sub-structure Coupling for Dynamic Analysis Application to Complex Simulation-Based Problems Involving Uncertainty
: Springer-Verlag
: 9783030128197
: 1
: CHF 85.30
:
: Maschinenbau, Fertigungstechnik
: English
: 231
: Wasserzeichen/DRM
: PC/MAC/eReader/Tablet
: PDF

This book combines a model reduction technique with an efficient parametrization scheme for the purpose of solving a class of complex and computationally expensive simulation-based problems involving finite element models. These problems, which have a wide range of important applications in several engineering fields, include reliability analysis, structural dynamic simulation, sensitivity analysis, reliability-based design optimization, Bayesian model validation, uncertainty quantification and propagation, etc. The solution of this type of problems requires a large number of dynamic re-analyses. To cope with this difficulty, a model reduction technique known as substructure coupling for dynamic analysis is considered. While the use of reduced order models alleviates part of the computational effort, their repetitive generation during the simulation processes can be computational expensive due to the substantial computational overhead that arises at the substructure level. In this regard, an efficient finite element model parametrization scheme is considered. When the division of the structural model is guided by such a parametrization scheme, the generation of a small number of reduced order models is sufficient to run the large number of dynamic re-analyses. Thus, a drastic reduction in computational effort is achieved without compromising the accuracy of the results. The capabilities of the developed procedures are demonstrated in a number of simulation-based problems involving uncertainty.


Preface6
Acknowledgements7
Contents8
Reduced-Order Models13
1 Model Reduction Techniques for Structural Dynamic Analyses14
1.1 Structural Model14
1.2 Substructure Modes15
1.2.1 Fixed-Interface Normal Modes16
1.2.2 Interface Constraint Modes16
1.3 Reduced-Order Model: Standard Formulation18
1.3.1 Transformation Matrix18
1.3.2 Reduced-Order Matrices21
1.4 Reduced-Order Model: Improved Formulation22
1.4.1 Static Correction22
1.4.2 Improved Transformation Matrix24
1.4.3 Enhanced Reduced-Order Matrices26
1.4.4 Remarks on the Use of Residual Modes26
1.5 Numerical Implementation: Pseudo-Code No. 127
1.6 Global Interface Reduction29
1.6.1 Interface Modes29
1.6.2 Reduced-Order Matrices Based on Dominant Fixed-Interface Modes30
1.6.3 Reduced-Order Matrices Based on Residual Fixed-Interface Modes32
1.7 Numerical Implementation: Pseudo-Code No. 233
1.8 Local Interface Reduction35
1.9 Numerical Implementation: Pseudo-Code No. 337
1.10 Reduced-Order Model Response39
References41
2 Parametrization of Reduced-Order Models Based on Normal Modes43
2.1 Motivation43
2.2 Parametrization Scheme44
2.2.1 Substructure Matrices44
2.2.2 Normal Modes and Interface Constraint Modes45
2.3 Parametrization of Reduced-Order Matrices46
2.3.1 Unreduced Matrices47
2.3.2 Transformation Matrix TD47
2.3.3 Reduced-Order Matrices D and D48
2.3.4 Transformation Matrix TR49
2.3.5 Reduced-Order Matrices R and R51
2.3.6 Expansion of R and R Under Partial Invariant Conditions of TR51
2.4 Numerical Implementation: Pseudo-Code No. 453
References55
3 Parametrization of Reduced-Order Models Based on Global Interface Reduction58
3.1 Meta-Model for Global Interface Modes58
3.1.1 Baseline Information59
3.1.2 Approximation of Interface Modes59
3.1.3 Determination of Interpolation Coefficients61
3.1.4 Higher-Order Approximations62
3.1.5 Support Points63
3.2 Numerical Implementation: Pseudo-Code No. 563
3.3 Reduced-Order Matrices Based on Global Interface Reduction66
3.3.1 Transformation Matrix TDI66
3.3.2 Reduced-Order Matrices DI and DI67
3.3.3 Transformation Matrix TRI68
3.3.4 Reduced-Order Matrices RI and RI68
3.3.5 Expansion of RI and RI Under Global Invariant Conditions of TRI69
3.4 Numerical Implementation: Pseudo-Code No. 670
3.5 Treatment of Local Interface Modes72
3.6 Final Remarks73
References74
Application to Reliability Problems75
4 Reliability Analysis of Dynamical Systems76
4.1 Motivation76
4.2 Reliability Problem Formulation77
4.3 Reliability Estimation78
4.3.1 General Remarks78
4.3.2 Basic Ideas79
4.3.3 Failure Probability Estimator80
4.4 Numerical Implementation81
4.4.1 Basic Implementation81
4.4.2 Implementation Issues82
4.5 Stochastic Model for Excitation82
4.5.1 General Description82
4.5.2 High-Frequency Components83
4.5.3 Pulse Components83
4.5.4 Synthesis of Near-Field Ground Motions84
4.5.5 Seismicity Model85
4.6 Application Problem No. 186
4.6.1 Model Description and Substructures Characterization86
4.6.2 Reduced-Order Model Based on Dominant Fixed-Interface Normal Modes87
4.6.3 Reduced-Order Model Based on Dominant and Residual Fixed-Interface Normal Modes91
4.6.4 Reduced-Order Model Based on Interface Reduction93
4.6.5 Reliability Problem96
4.6.6 Remarks on the Use of Reduced-Order Models98
4.6.7 Support Points99
4.6.8 Reliability Results100
4.6.9 Computational Cost102
4.7 Application Problem No. 2103
4.7.1 Structural Model103
4.7.2 Definition of Substructures105
4.7.3 System Reliability110
4.7.4 Results112
4.7.5 Computational Effort114
References115
5 Reliability Sensitivity Analysis of Dynamical Systems119
5.1 Motivation119
5.2 Reliability Sensitivity Analysis Formulation120
5.3 Sensitivity Measure120
5.4 Failure Probability Function Representation121
5.5 Sensitivity Estimation122
5.6 Sensitivity Versus Threshold123
5.7 Particular Cases124
5.8 Appli