Octonion structural response vector and potential structural damage identification method
Source abstract
Abstract
A promising method based on octonion structural response vector is proposed for the identification of structural damages according to the database acquired via long-term structural health monitoring. An octonion structural response vector consists of eight elements: seven for structural responses, including normalized static strains at specific positions and natural frequencies of a structure, and one for null. For a perfect structure the octonion structural response vector is a point in the phase plane, whereas for developing damages in the structure the octonion structural response vector manifests itself as a definite trajectory in the phase plane. Therefore, the development of damages in a structure could be investigated by analyzing the trajectory of octonion structural response vector obtained from the data of a long-term structural health monitoring or scheduled routine structural examinations. To demonstrate the implementation of this octonion structural response vector-based method, a two-dimensional numerical model of a simply-supported beam was built with crack-like damages of given location and depth. The octonion structural response vector of the beam corresponding to each state of damages was calculated to draw the trajectory related to the developing damages in the phase plane. The results show that the trajectories are significantly different for different devolvement of damages, even when the damages are in good symmetry. It indicates that the octonion structural response vector-based method recommended in the article could be effective to identify damages of structures using data of structures from long-term structural health monitoring or routine scheduled examinations.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Structural Health Monitoring Techniques · Ultrasonics and Acoustic Wave Propagation · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Civil Engineering and Transportation, State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, 510640, China
References (59)
Show source-provided references
1. 10.1006/jsvi.1999.229510.1006/jsvi.1999.2295 ↗
2. 10.1090/S0273-0979-01-00934-X10.1090/S0273-0979-01-00934-X ↗
3. 10.1061/(ASCE)CF.1943-5509.000007110.1061/(ASCE)CF.1943-5509.0000071 ↗
4. 10.1061/(ASCE)0887-3801(1995)9:4(259)10.1061/(ASCE)0887-3801(1995)9:4(259) ↗
5. 10.2514/3.6103210.2514/3.61032 ↗
6. 10.2514/3.6014010.2514/3.60140 ↗
7. 10.1177/147592170404750010.1177/1475921704047500 ↗
8. Cawley P · Journal of Strain Analysis · 1979 · 14 · 47
9. 10.1061/(ASCE)0733-9399(1995)121:12(1377)10.1061/(ASCE)0733-9399(1995)121:12(1377) ↗
10. 10.2514/3.5080510.2514/3.50805 ↗
11. Chen Y · 1994 · 1155
12. Doebling SW, Farrar CR, Prime MB, et al. (1996). Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review. Los Alamos National Laboratory Report, LA-13070-MS.10.2172/249299 ↗
13. Doebling SW · The Shock and Vibration Digest · 1998 · 3 · 92
14. 10.1016/j.compstruc.2006.09.00510.1016/j.compstruc.2006.09.005 ↗
15. 10.1061/(ASCE)0887-3801(1993)7:2(130)10.1061/(ASCE)0887-3801(1993)7:2(130) ↗
16. 10.1007/978-94-009-1740-810.1007/978-94-009-1740-8 ↗
17. 10.1061/(ASCE)0733-9399(2000)126:7(761)10.1061/(ASCE)0733-9399(2000)126:7(761) ↗
18. 10.1177/147592171036541910.1177/1475921710365419 ↗
19. 10.1098/rsta.2000.071710.1098/rsta.2000.0717 ↗
20. Friswell MI, Mottershead JE (1999) Finite Element Model Updating in Structural Dynamics. London: Kluwer Academic Publishers, pp. 63–71.
21. 10.1177/105678951036933310.1177/1056789510369333 ↗
22. 10.2514/3.877610.2514/3.8776 ↗
23. 10.1061/(ASCE)0733-9445(1991)117:10(3042)10.1061/(ASCE)0733-9445(1991)117:10(3042) ↗
24. Hemez FM (1993). Theoretical and experimental correlation between finite element models and modal tests in the context of large flexible space structures . Ph D Dissertation, Department of Aerospace Engineering Sciences, University of Colorado, Boulder, CO.
25. 10.1016/S0020-7683(00)00292-410.1016/S0020-7683(00)00292-4 ↗
26. 10.1177/105678950606593910.1177/1056789506065939 ↗
27. Kaouk M · 1993 · 1061
28. 10.2514/3.1206110.2514/3.12061 ↗
29. Kirkegaard P · 1994 · 1128
30. 10.1016/j.jsv.2008.02.01810.1016/j.jsv.2008.02.018 ↗
31. 10.2514/3.910310.2514/3.9103 ↗
32. 10.1006/jsvi.1997.130210.1006/jsvi.1997.1302 ↗
33. Leath WJ · 1993 · 583
34. 10.1006/jsvi.1998.172810.1006/jsvi.1998.1728 ↗
35. 10.1002/nme.162028101510.1002/nme.1620281015 ↗
36. 10.1006/mssp.2001.142910.1006/mssp.2001.1429 ↗
37. 10.1016/0022-460X(91)90595-B10.1016/0022-460X(91)90595-B ↗
38. 10.1016/0022-460X(90)90593-O10.1016/0022-460X(90)90593-O ↗
39. Rytter A (1993). Vibrational based inspection of civil engineering structures . PhD Dissertation, Department of Building Technology and Structural Engineering, Alborg University, Denmark.
40. 10.1016/j.compstruct.2006.05.02610.1016/j.compstruct.2006.05.026 ↗
41. 10.1016/j.engstruct.2003.08.00110.1016/j.engstruct.2003.08.001 ↗
42. 10.1016/S0141-0296(96)00149-610.1016/S0141-0296(96)00149-6 ↗
43. 10.1061/(ASCE)0733-9399(2000)126:6(656)10.1061/(ASCE)0733-9399(2000)126:6(656) ↗
44. Soheil S (2003). Structure health monitoring and detection of progressive and existing damage using artificial neural networks based system identification . PhD Dissertation, North Carolina State University.
45. Sohn HS, Farrar CR, Hemez FM, et al. (2003). A review of structural health monitoring literature: 1996–2001. Los Alamos National Laboratory Report, LA-13976-MS.
46. Song TC · 1986 · 31
47. 10.1061/(ASCE)0887-3801(1994)8:2(163)10.1061/(ASCE)0887-3801(1994)8:2(163) ↗
48. Tang LQ · 2010 · 486
49. Trujillo DM · International Journal on Numerical Methods in Engineering · 1987 · 23 · 613
50. Tsang WF · 1990 · 1246
51. 10.1002/aic.69035121010.1002/aic.690351210 ↗
52. 10.1016/S0141-0296(00)00086-910.1016/S0141-0296(00)00086-9 ↗
53. West WM · 1984 · 1
54. 10.1016/0045-7949(92)90132-J10.1016/0045-7949(92)90132-J ↗
55. 10.1016/S0022-460X(02)01077-510.1016/S0022-460X(02)01077-5 ↗
56. 10.1117/12.20773010.1117/12.207730 ↗
57. 10.1016/j.ymssp.2006.10.00210.1016/j.ymssp.2006.10.002 ↗
58. Zhang QW (1999). Model updating and damage identification of bridge . PhD Dissertation, Tongji University, Shanghai.
59. 10.1115/1.293041610.1115/1.2930416 ↗