A response surface methodology based damage identification technique

Smart Materials and Structures

Volumn 18, Issue 6, 2009, Pages

  Fang, S E ^a,b   Perera, R ^a  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

^b CENTRAL SOUTH UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

CENTRAL COMPOSITE DESIGNS; DAMAGE IDENTIFICATION; DESIGN OPTIMIZATION; DYNAMIC BEHAVIORS; FACTORIAL DESIGN; FE MODEL; FEATURE SELECTION; MODAL FREQUENCY; MODEL UPDATING; MODEL VALIDATION; MULTIPLE DAMAGES; OUTPUT RESPONSE; PARAMETER SCREENING; PHYSICAL SYSTEMS; PRIMARY RESPONSE; QUANTITATIVE ESTIMATION; RESPONSE PREDICTION; RESPONSE SURFACE METHODOLOGY; SCREENING CAPACITY; SECOND-ORDER POLYNOMIAL; STRUCTURAL DAMAGE IDENTIFICATION;

BUILDING MATERIALS; DAMAGE DETECTION; DIFFERENTIAL EQUATIONS; DIGITAL CAMERAS; FINITE DIFFERENCE METHOD; FUNCTIONS; IDENTIFICATION (CONTROL SYSTEMS); INVERSE PROBLEMS; OPTIMIZATION; PHOTOACOUSTIC EFFECT; RAPID SOLIDIFICATION; REINFORCED CONCRETE; STRUCTURAL ANALYSIS; SURFACE CHEMISTRY; SURFACE PROPERTIES;

MATHEMATICAL MODELS;

EID: 68549123626     PISSN: 09641726     EISSN: 1361665X     Source Type: Journal    
DOI: 10.1088/0964-1726/18/6/065009     Document Type: Article

References (39)

1. Doebling S W, Farrar C R and Prime M B 1998 A summary review of vibration-based damage identification methods Shock. Vib. Dig. 30 91-105
2. Yan Y J, Cheng L, Wu Z Y and Yam L H 2007 Development in vibration-based structural damage detection technique Mech. Syst. Signal Process. 21 2198-211
3. Mottershead J E and Friswell M I 1993 Model updating in structural dynamics: a survey J. Sound Vib. 167 347-75
4. Friswell M I and Mottershead J E 1995 Finite Element Model Updating in Structural Dynamics (Dordrecht: Kluwer Academic)
5. Hemez F M and Doebling S W 2001 Review and assessment of model updating for non-linear transient dynamics Mech. Syst. Signal Process. 15 45-74
6. Teughels A, Maeck J and Roeck G D 2002 Damage assessment by FE model updating using damage functions Comput. Struct. 80 1869-79
7. Fang S E, Perera R and Roeck G D 2008 Damage identification of a reinforced concrete frame by finite element model updating using damage parameterization J. Sound Vib. 313 544-59
8. Perera R, Ruiz A and Manzano C 2007 An evolutionary multiobjective framework for structural damage localization and quantification Eng. Struct. 29 2540-50
9. Perera R and Ruiz A 2008 A multistage FE updating procedure for damage identification in large-scale structures based on multiobjective evolutionary optimization Mech. Syst. Signal Process. 22 970-91
10. Perera R, Fang S E and Huerta C 2008 Structural crack detection without updated baseline model by single and multiobjective optimization Mech. Syst. Signal Process. 23 752-68
11. Jaishi B and Ren W X 2006 Damage detection by finite element model updating using modal flexibility residual J. Sound Vib. 290 369-87
12. Atalla M J and Inman D J 1998 On model updating using neural networks Mech. Syst. Signal Process. 12 135-61
13. Levin R I, Lieven N A J and Lowenberg M H 2000 Measuring and improving neural network generalization for model updating J. Sound Vib. 238 401-24
14. Chang C C, Chang T Y P, Xu Y G and To W M 2002 Selection of training samples for model updating using neural networks J. Sound Vib. 249 867-83
15. Lu Y and Tu Z G 2004 A two-level neural network approach for dynamic FE model updating including damping J. Sound Vib. 275 931-52
16. Box G E P and Wilson K B 1951 On the experimental attainment of optimum conditions J. R. Stat. Soc. Ser. B 13 1-45
17. Myers R H, Khuri A I and Carter W H 1989 Response surface methodology: 1966-1988 Technometrics 31 137-58
18. Myers R H 1999 Response surface methodology: current status and future directions (with discussion) J. Qual. Technol. 31 30-44
19. Rutherford B M, Swiler L P, Paez T L and Urbina A 2006 Response surface (meat-model) methods and applications Proc. 24th Int. Modal Analysis Conf. (St. Louis, MO) pp184-97
20. Myers R H and Montgomery D C 2002 Response Surface Methodology: Process and Product Optimization Using Designed Experiments 2nd edn (New York: Wiley)
21. Lee S H and Kwak B M 2006 Response surface augmented moment method for efficient reliability analysis Struct. Saf. 28 261-72
22. Gavin H P and Yau S C 2008 High-order limit state functions in the response surface method for structural reliability analysis Struct. Saf. 30 162-79
23. Doebling S W, Hemez F M, Schultze J F and Cundy A L 2002 A metamodel-based approach to model validation for nonlinear finite element simulations Proc. 20th Int. Model Analysis Conf. (Los Angeles, CA) pp671-8
24. Guo Q T and Zhang L M 2004 Finite element model updating based on response surface methodology Proc. 22nd Int. Modal Analysis Conf. (Dearborn, MI)
25. Deng M Y, Ren W X and Wang F M 2008 Structure finite element model updating based on static-load response surface methodology J. Exp. Mech. 23 103-9 (in Chinese)
26. Ren W X and Chen H B 2008 Finite element model updating in structural dynamics by using response surface method J. Struct. Eng. ASCE paper submitted (under review)
27. Montgomery D C 2004 Design and Analysis of Experiments 6th edn (New York: Wiley)
28. Cundy A L 2002 Use of response surface metamodels in damage identification of dynamic structures Master Thesis Virginia Polytechnic Institute and State University
29. Cho T 2007 Prediction of cyclic freeze-thaw damage in concrete structures based on response surface method Constr. Build. Mater. 21 2031-40
30. Ansys revision 8.0 2003 User's Manual Swanson Analysis System, USA
31. Design Expert revision 7.0 2005 Stat-Ease Inc., Minneapolis, MN
32. Matlabs revision 6.5 2002 MathWorks Inc., Natick, MA, USA
33. Gembicki F W 1974 Vector optimization for control with performance and parameter sensitivity indices PhD Dissertation Case Western Reserve Univ., Cleveland, OH
34. Brayton R K, Director S W, Hachtel G D and Vidigal L 1979 A new algorithm for statistical circuit design based on quasi-newton methods and function splitting IEEE Trans. Circuits Syst. CAS 26 784-94
35. Grace A C W 1989 Computer-aided control system design using optimization techniques PhD Thesis University of Wales, Bangor, Gwynedd, UK
36. Han S P 1977 A globally convergent method for nonlinear programming J. Optim. Theory Appl. 22 297
37. Powell M J D 1978 A fast algorithm for nonlinear constrained optimization calculations Numerical Analysis (Springer Lecture Notes in Mathematics vol 630) (Berlin: Springer)
38. Farrar C R, Baker W E, Bell T M, Cone K M, Darling T W, Duffey T A, Eklund A and Migliori A 1996 Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande Los Alamos National Laboratory Report LA-12767-MS
39. Farrar C R, Duffey T A, Goldman P A, Jauregui D V and Vigil J S 1996 Finite element analysis of the I-40 bridge over the Rio Grande Los Alamos National Laboratory Report LA-12979-MS