Virtual Measurements in Experimental Structural Analysis Randall J. Allemang, PhD Structural Dynamics Research Lab University of Cincinnati Cincinnati, Ohio, USA 45221-0072 COBEM97 UC Virtual Measurements - Introduction What are virtual Measurements? Virtual measurements are any measurements that are not directly derived from physical sensors Virtual measurements are developed from physical sensors via weighting and/or linear combinations (linear transformations) Virtual measurements are frequently used to reduce large physical data sets or to enhance characteristics within a physical data set Structural Dynamics Research Lab 2 UC Physical Measurements Physical measurements are generated as a function of placement of a physical sensor in a static/dynamic environment Physical measurements are difficult to interpret when multiple inputs/sources are generating the physical response of the sensor Structural Dynamics Research Lab 3 UC Virtual Measurements - Concept Virtual measurements utilize a linear transformation of physical sensors in order to preserve/enhance/clarify information in the original physical measurements The linear transformation is chosen depending upon the desired result, data reduction or data enhancement Structural Dynamics Research Lab 4 UC Virtual Measurements - Purpose Data Reduction - Reduce a large amount of redundant data to a manageable set (common in modal parameter estimation) Data Enhancement - Optimize the characteristic in the data relative to a specific mode of the structural system (modal filter) Structural Dynamics Research Lab 5 UC Virtual Measurements - History Virtual measurements have been commonly formulated to understand the underlying nature of multiple input, multiple output (MIMO) data acquisition/analysis situations Common examples are partial coherence, virtual coherence, principal force analysis Structural Dynamics Research Lab 6 UC Virtual Measurements - History Principal Force Example LM GFF MM ...... = MM ... MNGFF 11 GFF Ni 1 ... GFF22 ... GFF33 ... ... Structural Dynamics Research Lab ... GFF1 Ni ... ... ... ... ... GFFNi N i OP PP PP PQ 7 UC Virtual Measurements - History Principal Plot Force Example of eigenvalues GFF = V Λ V Structural Dynamics Research Lab H 8 UC Virtual Measurements - History Auto Power Spectrum of Forces H-Frame Example Structural Dynamics Research Lab 9 UC Virtual Measurements - History Principal Force Analysis H-Frame Example Structural Dynamics Research Lab 10 UC Virtual Measurements Linear Transformation: General Case - Reduce information in data set, commonly based upon eigenvalue decomposition (ED) or singular value decomposition (SVD). Special Case - Preserve information in data set relative to one or more modes of vibration, commonly based upon analytical or experimental modal vectors. Structural Dynamics Research Lab 11 UC Virtual Measurements General Linear Transformations Frequency Response Function Application H' = T H Structural Dynamics Research Lab 12 UC Virtual Measurements General Linear Transformations - FRF Eigenvalue H (ω ) Decomposition - Output DOF Space N o × Ni N s T Ne × No H (ω ) H Ni N s × N o = V No × No l ql q l q n s = v1 v2 ... vk ... v N e Structural Dynamics Research Lab Λ No × No V H No × No T 13 UC Virtual Measurements General Linear Transformations - FRF Eigenvalue H (ω ) Ni × N o N s T Decomposition - Input DOF Space H (ω ) N e × Ni H N o N s × Ni = V Ni × Ni Λ l ql q l q n s = v1 v2 ... vk ... v N e Structural Dynamics Research Lab Ni × Ni V H N i × Ni T 14 UC Virtual Measurements General Linear Transformations - FRF Singular H Value Decomposition - Output DOF Space N o × Ni N s T Ne × No = U No × No Σ No × No V l ql q l q n s = u1 u2 ... uk ... u N e Structural Dynamics Research Lab H N o × Ni N s T 15 UC Virtual Measurements General Linear Transformations - FRF Singular H Value Decomposition - Input DOF Space Ni × N o N s T N e × Ni = U Ni × Ni Σ Ni × Ni V l ql q l q n s = u1 u2 ... uk ... u N e Structural Dynamics Research Lab H Ni × N o N s T 16 UC Typical Physical Measurements (280) Automotive Example Structural Dynamics Research Lab 17 UC Typical Virtual Measurements (20) Automotive Example Structural Dynamics Research Lab 18 UC Virtual Measurements Specialized Linear Transformations Reciprocal Modal Vector - Modal Filter Concept Enhance characteristics particular to each mode of vibration Requires an estimate of each mode of vibration Generates a modal coordinate Valid with time or frequency domain data Structural Dynamics Research Lab 19 UC Virtual Measurements Specialized Linear Transformations Reciprocal Modal Vector - Modal Filter Concept l q lxq 1, r = s R lφ q lψ q = ST0, r ≠ s ηr = φ r T T r s Structural Dynamics Research Lab 20 UC Virtual Measurements Specialized Reciprocal Linear Transformations Modal Vector - Method 1 Φ Φ Ψ = I T T = Ψ −1 Structural Dynamics Research Lab 21 UC Virtual Measurements Specialized Linear Transformations Reciprocal Modal Vector - Method 1 Ψ T Φ T M Ψ = I ≈ Ψ T M Structural Dynamics Research Lab 22 UC Virtual Measurements Specialized Reciprocal l q H (ω ) Linear Transformations Modal Vector - Method 2 N p =∑ r =1 lφ q lH (ω )q T r p Qrψ l q ( jω − λ ) ψr + pr r = Qrψ pr ( jω − λ r ) ψ * Qr * pr * r m r ( jω − λ ) ψ *r ψ l q mψ r ( jω − λ ) + φr Structural Dynamics Research Lab T * r * Qr * pr * r 23 UC Virtual Measurements Modal Filter Estimates Reciprocal Modal Vector - Method 1 Reciprocal Modal Vector - Method 2 Analytical Modal Vectors and Mass Matrix Experimental Modal Vector Estimate SDOF - MDOF Parameter Estimation Complex Mode Indicator Function (CMIF) Structural Dynamics Research Lab 24 UC Virtual Measurements Complex Plot H Mode Indicator Function of singular values N o × Ni = U N o × Ni Σ Ni × Ni Structural Dynamics Research Lab V H Ni × Ni 25 UC Virtual Measurements Complex Mode Indicator Function Circular Plate Example Structural Dynamics Research Lab 26 UC Virtual Measurements Complex Mode Indicator Function Circular Plate Example Structural Dynamics Research Lab 27 UC Virtual Measurements Complex Mode Indicator Function Maxima in the primary and successive CMIF plots indicate the location of a modal frequency The singular vector associated with each maxima is a good estimate of the modal vector This estimate of the modal vector is used as a modal filter to isolate one modal coordinate in the enhanced frequency response function (eFRF) Structural Dynamics Research Lab 28 UC Virtual Measurements Enhanced Frequency Response Function 2N H pq (ω ) = ∑ r =1 2N Qrψ ψ qr ( jω − λ r ) H pq (ω ) = ∑ ψ pr r =1 pr Qrψ qr ( jω − λ r ) Structural Dynamics Research Lab 29 UC Virtual Measurements Enhanced Frequency Response Function eFRFr (ω ) = Qrψ qr ( jω − λ r ) Qsψ qs l q lH (ω )q = lφ q ∑ lψ q ( jω − λ ) eFRFr (ω ) = φ r T T 2N r s s =1 Structural Dynamics Research Lab s 30 UC Virtual Measurements Enhanced Frequency Response Function Circular Plate Example Structural Dynamics Research Lab 31 UC Virtual Measurements Enhanced Frequency Response Function Circular Plate Example Structural Dynamics Research Lab 32 UC Virtual Measurements Modal Filter, Time Domain - Example Space Truss Application Six (6) Input Actuators Thirty-Seven (37) Response Sensors Eight (8) Modal Filters Structural Dynamics Research Lab 33 UC Virtual Measurements Modal Filter, Time Domain - Example Physical Measurements Structural Dynamics Research Lab 34 UC Virtual Measurements Modal Filter, Time Domain - Example Physical Measurements Structural Dynamics Research Lab 35 UC Virtual Measurements Modal Filter, Time Domain - Example Virtual Measurements Structural Dynamics Research Lab 36 UC Virtual Measurements Modal Filter, Time Domain - Example Virtual Measurements Structural Dynamics Research Lab 37 UC Virtual Measurements Kalman Filtered Order Tracking - Example Structural Dynamics Research Lab 38 UC Virtual Measurements Kalman Filtered Order Tracking - Example Structural Dynamics Research Lab 39 UC Summary/Conclusions Virtual measurements are powerful tools which can be useful in understanding experimental structure analysis data Virtual measurements depend upon data set arrays with sufficient spatial information and linear, time invariant characteristics Virtual measurements yield reasonable solutions to practical problems Structural Dynamics Research Lab 40 UC Future Applications Since virtual measurements can be generated quickly as long as the linear transformations are known a priori, there are a number of interesting real time applications Flight flutter parameter estimation Multi-axis sensors (load, acceleration) Rigid and flexible body control Structural Dynamics Research Lab 41
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