PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Detection of fatigue cracking in steel bridge girders: A support vector machine approach

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This study presents an artificial intelligence approach for the detection of distortion-induced fatigue cracking of steel bridge girders based on the data provided by self-powered wireless sensors. The sensors have a series of memory gates that can cumulatively record the duration of the applied strain. The gates are activated as soon as the electrical charge generated by piezoelectric strain transducer exceeds pre-defined thresholds. In the present study, the distribution of the sensor output has been characterized by a Gaussian cumulative density function. For the analysis, extensive finite element simulations were carried out to obtain the structural response of an existing highway steel bridge girder (I-96/M-52) in Webberville, Michigan. Different damage states were defined by extending the lengths of the crack at the web gaps from 10 mm to 100 mm. Damage indicator features were extracted for different data acquisition nodes based on the sensor output distribution. Subsequently, support vector machine (SVM) classifiers were developed to fuse the clustered features and identify multiple damage states. The results indicate that the models have acceptable detection performance, specifically for cracks larger than 10 mm. The best classification performance was obtained using the information from a group of sensors located near the damage zone.
Rocznik
Strony
609--622
Opis fizyczny
Bibliogr. 42 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI 48823, USA
autor
  • Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI 48823, USA
autor
  • Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI 48823, USA
autor
  • Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI 48823, USA
Bibliografia
  • [1] J.W. Fisher, Fatigue and Fracture in Steel Bridges: Case Studies, John Wiley & Sons. Inc., 1984.
  • [2] Y. Zhao, W.M.K. Roddis, Fatigue Prone Steel Bridge Details: Investigation and Recommended Repairs, K-TRAN: KU-99-2, Final Report, Kansas Department of Transportation, Topeka, KS, 2004.
  • [3] D. Juntunen, Study of Michigan's Link Plate and Pin Assembly. Michigan Department of Transportation (MDOT). Research Report No. R-1358, 1998.
  • [4] J.W. Fisher, D.R. Mertz, Hundreds of bridges-thousands of cracks, civil engineering, ASCE April (1985) 64–76, Civil Engineering, ASCE 55 (4) (1985) 64–67.
  • [5] M.A. Elewa, Influence of Secondary Components on the Serviceability of Steel Girder Highway Bridges, Ph. D. Dissertation, Michigan State University, East Lansing, MI, 2004.
  • [6] R.J. Dexter, J.M. Ocel, Manual for Repair and Retrofit of Fatigue Cracks in Steel Bridges, Report: FHWA-IF-13-020, Federal Highway Administration (FHWA), Minnesota, 2013.
  • [7] J.M. Stallings, T.E. Cousins, J.W. Tedesco, Fatigue of Diaphragm-Girder Connections. RP 930-307, The Alabama Department of Transportation, Montgomery, Alabama, 1996.
  • [8] P. Jiao, W. Borchani, H. Hasni, A.H. Alavi, N. Lajnef, Post- buckling response of non-uniform cross-section bilaterally constrained beams, Mechanics Research Communication 78 (Part A) (2016) 42–50. , http://dx.doi.org/10.1016/j.mechrescom. 2016.09.012.
  • [9] M.H. El Haddad, N.E. Dowling, T.H. Topper, K.N. Smith, J-integral applications for short fatigue cracks at notches, International Journal of Fracture 16 (1) (1980) 15–30.
  • [10] N. Pugona, M. Ciavarellab, P. Cornettia, A. Carpinteria, A generalized Paris Law for fatigue crack growth, Journal of the Mechanics and Physics of Solids 54 (2006) 1333–1349.
  • [11] J.P. Lynch, K.J. Loh, A summary review of wireless sensors and sensor networks for structural health monitoring, Shock and Vibration Digest 38 (2006) 91–128.
  • [12] H. Salehi, S. Das, S. Chakrabartty, S. Biswas, R. Burgueno, Structural assessment and damage identification algorithms using binary data, in: ASME 2015 Conference on Smart Materials, Adaptive Structures and Intelligent Systems, 2015, 1–10.
  • [13] S. Das, H. Salehi, Y. Shi, S. Chakrabartty, R. Burgueno, S. Biswas, Towards packet-less ultrasonic sensor networks for energy- harvesting structures, Computer Communications (2017), http://dx.doi.org/10.1016/j.comcom.2016.11.001 (in press).
  • [14] W. Borchani, K. Aono, N. Lajnef, S. Chakrabartty, Monitoring of post-operative bone healing using smart trauma-fixation device with integrated self-powered Piezo-floating-gatesensors, IEEE Transactions on Biomedical Engineering 63 (7) (2016) 1463–1472.
  • [15] N. Elvin, A. Elvin, D.H. Choi, A self-powered damage detection sensor, Journal of Strain Analysis 38 (2) (2003) 115–124.
  • [16] N. Lajnef, M. Rhimi, K. Chatti, L. Mhamdi, Toward an integrated smart sensing system and data interpretation techniques for pavement fatigue monitoring, Computer- Aided Civil and Infrastructure Engineering 26 (2011) 513–523.
  • [17] C. Huang, N. Lajnef, S. Chakrabartty, Self-calibration and characterization of self-powered floating-gate usage monitors with single electron per second operational limit, IEEE Transactions on Biomedical Circuits and Systems 57 (2010) 556–567.
  • [18] C. Alippi, C. Galperti, An adaptive system for optimal solar energy harvesting in wireless sensor network nodes, IEEE Transactions on Circuits and Systems 55 (6) (2008) 1742–1750.
  • [19] B.C. Yen, J.H. Lang, A variable-capacitance vibration-to-electric energy harvester, IEEE Transactions on Circuits and Systems 53 (2) (2008) 288–295.
  • [20] N. Lajnef, K. Chatti, S. Chakrabartty, M. Rhimi, P. Sarkar, Smart Pavement Monitoring System, Report: FHWA-HRT-12- 072, Federal Highway Administration (FHWA), Washington, DC, 2013.
  • [21] A.H. Alavi, H. Hasni, N. Lajnef, K. Chatti, F. Faridazar, An intelligent structural damage detection approach based on self-powered wireless sensor data, Automation in Construction 62 (2016) 24–44.
  • [22] A.H. Alavi, H. Hasni, N. Lajnef, K. Chatti, F. Faridazar, Damage detection using self-powered wireless sensor data: an evolutionary approach, Measurement 82 (2016) 254–283.
  • [23] A.H. Alavi, H. Hasni, N. Lajnef, K. Chatti, Continuous health monitoring of pavement systems using smart sensing technology, Construction and Building Materials 114 (2016) 719–736.
  • [24] A.H. Alavi, H. Hasni, N. Lajnef, K. Chatti, Damage growth detection in steel plates: numerical and experimental studies, Engineering Structures 128 (2016) 124–138.
  • [25] ABAQUS Analysis User's Manual 6.11.
  • [26] P.J.G. Schreurs, Fracture Mechanics, Technical Report, Eindhoven University of Technology, Netherland, 2012.
  • [27] S. Krajewski, J. Nowacki, Dual-phase steels microstructure and properties consideration based on artificial intelligence techniques, Archives of Civil and Mechanical Engineering 14 (2) (2014) 278–286.
  • [28] A. Garg, K. Tai, A.K. Gupta, A modified multi-gene genetic programming approach for modelling true stress of dynamic strain aging regime of austenitic stainless steel 304, Meccanica 49 (5) (2014) 1193–1209.
  • [29] L. Sadowski, Non-destructive investigation of corrosion current density in steel reinforced concrete by artificial neural networks, Archives of Civil and Mechanical Engineering 13 (2013) 104–111.
  • [30] M. Ahmadi, H. Naderpour, A. Kheyroddin, Utilization of artificial neural networks to prediction of the capacity of CCFT short columns subject to short term axial load, Archives of Civil and Mechanical Engineering 14 (3) (2014) 510–517.
  • [31] L. Sadowski, J. Hoła, Neural prediction of the pull-off adhesion of the concrete layers in floors on the basis of nondestructive tests, Procedia Engineering 57 (2013) 986–995.
  • [32] Ł. Sadowski, Non-destructive evaluation of the pull-off adhesion of concrete floor layers using RBF neural network, Journal of Civil Engineering and Management 19 (4) (2013) 550–560.
  • [33] A.H. Gandomi, G.J. Yun, A.H. Alavi, An evolutionary approach for modeling of shear strength of RC deep beams, Materials and Structures 46 (12) (2013) 2109–2119.
  • [34] H.M. Azamathulla, Gene expression programming for prediction of scour depth downstream of sills, Journal of Hydrology 460–461 (2012) 156–159.
  • [35] H.M. Azamathulla, A. Guven, Y.K. Demir, Linear genetic programming to scour below submerged pipeline, Ocean Engineering 38 (8–9) (2011) 995–1000.
  • [36] P. Samui, Support vector machine applied to settlement of shallow foundations on cohesionless soils, Computers and Geotechnics 35 (3) (2008) 419–427.
  • [37] S.K. Das, P. Samui, A.K. Sabat, Application of artificial intelligence to maximum dry density and unconfined compressive strength of cement stabilized soil, Geotechnical and Geological Engineering 29 (3) (2011) 329–342.
  • [38] A. Garg, A. Garg, K. Tai, S. Sreedeep, An integrated SRM-multi-gene genetic programming approach for prediction of factor of safety of 3-D soil nailed slopes, Engineering Applications of Artificial Intelligence 30 (2014) 30–40.
  • [39] P. Samui, T.G. Sitharam, Machine learning modelling for predicting soil liquefaction susceptibility, Natural Hazards and Earth System Sciences 11 (2011) 1–9.
  • [40] K. Worden, A.J. Lane, Damage identification using support vector machines, Smart Materials and Structures 10 (2001) 540–547.
  • [41] S.B. Satpal, A. Guha, S. Banerjee, Damage identification in aluminum beams using support vector machine: numerical and experimental studies, Structural Control and Health Monitoring 23 (3) (2016) 446–457.
  • [42] C.J.C. Burges, A tutorial on support vector machines for pattern recognition, Data Mining and Knowledge Discovery 2 (2) (1998) 121–167.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6b58e289-578a-43c2-97b5-f3dca81bc9ec
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.