Abdelkhalak El Hami, Radi Bouchaib

Dynamics of Large Structures and Inverse Problems (eBook, PDF)

• Format: PDF

Produktbeschreibung

This book deals with the various aspects of stochastic dynamics, the resolution of large mechanical systems, and inverse problems. It integrates the most recent ideas from research and industry in the field of stochastic dynamics and optimization in structural mechanics over 11 chapters. These chapters provide an update on the various tools for dealing with uncertainties, stochastic dynamics, reliability and optimization of systems. The optimization-reliability coupling in structures dynamics is approached in order to take into account the uncertainties in the modeling and the resolution of the problems encountered. Accompanied by detailed examples of uncertainties, optimization, reliability, and model reduction, this book presents the newest design tools. It is intended for students and engineers and is a valuable support for practicing engineers and teacher-researchers.

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Produktdetails

• Verlag: John Wiley & Sons
• Seitenzahl: 336
• Erscheinungstermin: 19. Juli 2017
• Englisch
• ISBN-13: 9781119427346
• Artikelnr.: 52551750

Autorenporträt

Abdelkhalak El Hami, INSA-Rouen, France Bouchaib Radi, Setta Hassan First University, Morocco.

Inhaltsangabe

Preface xi Chapter 1 Introduction to Inverse Methods 1 1.1 Introduction 1 1.2 Identification methods 3 1.3 Identification of the strain hardening law 6 1.3.1 Example of an application 8 1.3.2 Validation test 9 1.3.3 Hydroforming a welded tube 11 Chapter 2 Linear Differential Equation Systems of the First Order with Constant Coefficients: Application in Mechanical Engineering 15 2.1 Introduction 15 2.2 Modeling dissipative systems 15 2.2.1 Intrinsic solutions of autonomous systems 17 2.2.2 Intrinsic solutions 17 2.2.3 Intrinsic solutions of the adjoining system 19 2.2.4 Relation between the intrinsic solutions of s and s* 19 2.2.5 Relation between modal matrices X and X* 20 2.3 Autonomous system general solution 21 2.3.1 Direct solution by using the exponential matrix 21 2.3.2 Indirect solution by modal transformation 23 2.4 General solution of the complete equation 24 2.4.1 Direct solution by the exponential matrix 24 2.4.2 Indirect solution by modal transformation 24 2.4.3 General solution in the particular case of harmonic excitation 26 2.5 Applications to mechanical structures 27 2.5.1 Discrete mechanical structure at n degrees of freedom, linear, regular and non-dissipative 27 2.5.2 Discrete mechanical structure at n DOF, linear, regular and dissipative 29 2.5.3 Intrinsic vector norm 32 2.5.4 Particular solution of the system with a harmonic force 34 2.6 Inverse problems: expressions of the M, B, K matrices according to the intrinsic solutions 36 Chapter 3 Introduction to Linear Structure Dynamics 41 3.1 Introduction 41 3.2 Problems in structure dynamics 41 3.2.1 Finite elements method 43 3.2.2 Modal superposition method 44 3.2.3 Direct integration 46 3.2.4 Newmark method 46 3.2.5 The
Wilson method 47 3.2.6 Modal analysis of the sandwich beam 49 Chapter 4 Introduction to Nonlinear Dynamic Analysis 53 4.1 Introduction 53 4.2 Linear systems 54 4.2.1 Generalities 54 4.2.2 Simple examples of large displacements 56 4.2.3 Simple example of a variable 58 4.2.4 Simple example of dry friction 58 4.2.5 Material nonlinearities 59 4.3 The nonlinear 1 DOF system 60 4.3.1 Generalities 60 4.3.2 Movement without non-dampened excitation 61 4.3.3 Case of a stiffness in the form
(1 +
2) 62 4.3.4 Movement with non-dampened excitation 65 4.3.5 Movement with dampened excitation 68 4.4 Nonlinear N DOF systems 71 4.4.1 Generalities 71 4.4.2 Nonlinear connection with periodic movement 72 4.4.3 Direct integration of the equations 74 Chapter 5 Condensation Methods Applied to Eigen Value Problems 77 5.1 Introduction 77 Contents vii 5.2 Mathematical generality: matrix transformation 78 5.3 Dynamic condensation methods 80 5.4 Guyan condensation 84 5.5 Rayleigh-Ritz method 87 5.6 Case of a temporary problem 90 5.6.1 Simplification with a full modal basis 91 Chapter 6 Linear Substructure Approach for Dynamic Analysis 105 6.1 Generalities 105 6.2 Different types of Ritz vectors 107 6.2.1 Stress vectors of the j st substructure
(j) 107 6.2.2 Attachment vectors of the j st substructure
(j) 108 6.2.3 Displacement field type vectors in dynamic regimes 108 6.3 Synthesis of eigen solutions of the assembled structure: formulation by an energetic method (Lagrange with multiplicators) 111 6.3.1 Equilibrium equation of the k st isolated substructure
(k) 111 6.3.2 Ritz basis for the k the substructure
(k) 112 6.3.3 Compatibilities between substructure
(1) and
(2) 113 6.3.4 Lagrangian L of the assembled structure 113 6.4 Craig and Bampton substructuration method 116 6.4.1 Formulation of base relations in the case of two substructures 117 6.4.2 Assembly of two substructures 119 6.4.3 Restoring physical DOF 120 6.4.4 Comments 121 6.5 Mixed method 121 6.5.1 Formation in the case of a single secondary SS 122 6.5.2 Reconstructing the assembled structure 122 6.5.3 Comments 123 6.6 Methods with eigen vectors with free common contours 124 6.6.1 Stiffness method of coupling 124 6.6.2 Solution to [6.39] Ritz transformation 127 6.6.3 Formulation based on the dynamic flexibility matrices: search for the assembled structure's eigen solutions 129 6.6.4 Formulation in the case of two
(k) , k = 1,2, etc 130 6.7 Method systematically introducing an intermediary connection structure 133 6.7.1 Formation 133 6.7.2 Introducing Ritz vectors 136 6.7.3 Introducing fitting conditions 137 6.7.4 Equilibrium equations of the assembled structure 139 6.7.5 Normalization of the assembled structure's eigen vectors 140 6.7.6 Critique of the method 141 Chapter 7 Nonlinear Substructure Approach for Dynamic Analysis 145 7.1 Introduction 145 7.2 Dynamic substructuration approaches 147 7.2.1 Linear case 148 7.2.2 Nonlinear case 149 7.3 Nonlinear substructure approach 151 7.3.1 Vibration equations of a substructure 152 7.3.2 Fixed interface problem 153 7.3.3 Static raising problem 155 7.3.4 Representation of the system in Craig-Bampton's linear base 155 7.3.5 Model reduction with the Shaw and Pierre approach 157 7.3.6 Assembling substructures 159 7.4 Proper orthogonal decomposition for flows 160 7.4.1 Properties of the POD modes 161 7.4.2 POD snapshot 162 7.4.3 Script of low-order dynamic systems 163 7.5 Numerical results 168 7.5.1 Modal analysis 171 7.5.2 Decomposition of the circular acoustic cavity 173 7.5.3 Decomposition of the elastic ring 174 Chapter 8 Direct and Inverse Sensitivity 177 8.1 Introduction 177 8.2 Direct sensitivity 180 8.2.1 Definition of the state's sensitivity matrix x(t) 180 8.2.2 Sensitivity equations 180 8.2.3 Simple direct applications 182 8.3 Sensitivity of eigen solutions 183 8.3.1 Direct numerical method 183 8.3.2 Derivatives of the eigen vectors according to the modal bases 184 8.3.3 Derivatives of eigen vectors based on the exact expressions 187 8.4 First derivative of a particular solution 190 8.4.1 Scalar case (primarily didactic) 190 8.4.2 General case 190 8.5 Grouping the sensitivity relations together 191 8.5.1 Variations 191 8.5.2 Grouping the eigen values and eigen vectors together 192 8.6 Inverse sensitivity 195 > m 196 8.6.2 Unique solution: 2a = m 197 8.6.3 Underdetermined case: 2a < m 198 Chapter 9 Parametric Identification and Model Adjustment in Linear Elastic Dynamics 205 9.1 Introduction 205 9.2 Study in the elastic dynamics of mechanical structures 206 9.2.1 Provisional calculations of behavior based on mathematical models 207 9.2.2 Identification 207 9.3 Parametric identification - use of a test for constructing weaker calculation models 208 9.3.1 Introduction 208 9.3.2 Error minimization in the behavioral equation 209 9.3.3 Error minimization on the outputs 210 9.3.4 Combined estimation of the state and the parameters 211 9.4 Some basic methods in parametric identification 211 9.4.1 Linear dependency with respect to the parameters and estimation in the sense of the least squares 211 9.4.2 Estimation of parameters in the sense of maximum likelihood 212 9.4.3 Estimation of the vector p by the Gauss-Newton method Bayes formulation Vector z(p) nonlinear function of p 214 9.4.4 Non-random least squares method 218 9.4.5 Quasi-linearization method 220 9.5 Parametric correction of finite elements models in linear elastic dynamics based on the test results 221 9.5.1 Highlighting a few difficulties 222 9.6 M model adjustment: k
c, c by minimizing the matrix norms by the correction matrices
m,
k 223 9.6.1 Principle of Baruch and Bar-Itzhack method 224 9.6.2 Kabe, Smith and Beattie methods 226 9.7 M model adjustment: k
c, c by minimizing residue vectors made up based on local correction matrices
M I ,
K I 227 9.7.1 Minimization of formed residue based on the behavior equation 228 9.7.2 Minimization of formed reside based on outputs 228 Chapter 10 Inverse Problems in Dynamics: Robustness Function 235 10.1 Introduction 235 10.2 Convex models 236 10.2.1 Definitions 236 10.2.2 Direct problem 237 10.2.3 Inverse problem 237 10.3 Robustness function 238 10.3.1 Monocriterion response 238 10.3.2 Multicriteria response 238 10.4 Solution methods 239 10.4.1 Interval arithmetic 239 10.4.2 Optimization method 240 10.5 Numerical calculations 244 10.6 Applications 245 10.6.1 Dual-recessed beam 245 10.6.2 Square 251 10.7 Conclusion 256 Chapter 11 Modal Synthesis and Reliability Optimization Methods 259 11.1 Introduction 259 11.2 Design reliability optimization in structural dynamics 260 11.2.1 Frequential hybrid method 260 11.2.2 Optimization condition of the hybrid problem 266 11.3 The SP method 270 11.3.1 Formulation of the problem 271 11.3.2 Implementation of the SP approach 273 11.4 Modal synthesis and RBDO coupling methods 281 11.5 Discussion 286 Appendix 289 Bibliography 299 Index 307