Dergiler / Sigma Mühendislik ve Fen Bilimleri Dergisi / 2015 / Cilt: 33 - Sayı: 2

DAMAGE DETECTION IN SIMULATED SPACE FRAMES USING GENETIC ALGORITHMS

Sayfa
166–187
Yayın Tarihi
2015-06-01
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

Results obtained from examples show that GA optimization is a convenient method for damage identification.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Genetic algorithms (GA) based finite element model updating are applied to predict damage location and severity in space frames.
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Temel Bulgular & Veri:In this paper, different simulated examples having various damage scenarios are modelled in SAP2000 software to obtain the experimental dynamic data.
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Sonuç & Katkı:Results obtained from examples show that GA optimization is a convenient method for damage identification.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:FEM · genetic algorithm · dynamic analysis

Abstract

Genetic algorithms (GA) based finite element model updating are applied to predict damage location and severity in space frames. The changes in natural frequencies are used as dynamic indicators to describe damaged members. Objective functions including dynamic data provide minimization of dynamic differences between numerical model and simulated damaged model. The presence of damages in structural elements is identified by stiffness reduction as a reduction in modulus of elasticity. Reproduction, double-point crossover and mutation operators are used in GA optimization procedures. In this paper, different simulated examples having various damage scenarios are modelled in SAP2000 software to obtain the experimental dynamic data. In the last example, noise effect is taken into account in simulated damaged data. A program is developed in MATLAB software for numerical model updating based on all genetic algorithm procedures. Thus, the size and extent of simulated damages are determined by updated numerical model. Results obtained from examples show that GA optimization is a convenient method for damage identification.

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Bu Makaleye Atıf Yap

ARTAR, M., DALOĞLU, A. T. (2015). DAMAGE DETECTION IN SIMULATED SPACE FRAMES USING GENETIC ALGORITHMS. Sigma Mühendislik ve Fen Bilimleri Dergisi, Cilt: 33 - Sayı: 2, 166–187. https://ajindex.com/articles/419035

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Kaynakça (17)

  1. C. Mares, C. Surace, An application of genetic algorithms to identify damage in elastic structures, J. Sound Vib. 195, 195-215, 1996
  2. J.-H. Chou, J. Ghaboussi, Genetic algorithm in structural damage detection, Comput. Struct. 79, 1335-1353, 2001
  3. A. Dutta, S. Talukdar, Damage detection in bridges using accurate modal parameters, Finite Elem. Anal. Des. 40, 287–304, 2004
  4. M. A. Rao, J. Srinivas, B.S.N. Murthy, Damage detection in vibrating bodies using genetic algorithms, Comput. Struct. 82, 963–968, 2004
  5. B. Jaishi, W.-Xin Ren, Damage detection by finite element model updating using modal flexibility residual, J. Sound Vib. 290, 369–387, 2006
  6. R. Perera, R. Torres, Structural damage detection via modal data with genetic algorithms, J. Struct. Eng. ASCE 132, 1491–1501, 2006
  7. H.M. Gomes, N.R.S. Silva, Some comparisons for damage detection on structures using genetic algorithms and modal sensitivity method, Appl. Math. Model. 32,2216–2232, 2008
  8. A. Esfandiari, F. Bakhtiari-Nejad, A. Rahai, M. Sanayei, Structural model updating using frequency response function and quasi-linear sensitivity equation, J.Sound Vib. 326,557–573, 2009
  9. H. Liu, K. Xin, Q. Qi, Study of structural damage detection with multi-objective function genetic algorithms, Procedia Engineering 12,80–86, 2011
  10. S. H. Sim, B. F. Spencer Jr., T. Nagayama, Multimetric sensing for structural damage detection, J. Eng. Mech.ASCE 137, 22-30, 2011
  11. F. Khoshnoudian, A. Esfandiari, Structural damage diagnosis using modal data, Scientia Iranica A 18, 853–860, 2011
  12. S.M. Pourhoseini Nejad, Gh. R. Ghodrati Amiri, A. Asadi, E. Afshari, Z. Tabrizian, Damage detection of skeletal structures using particle swarm optimizer with passive congregation (PSOPC) algorithm via incomplete modal data, Comp. Meth. Civil Eng. 3, 1-13, 2012
  13. A. Majumdar, D. K. Maiti, D. Maity, Damage assessment of truss structures from changes in natural frequencies using ant colony optimization, Appl. Math. Comput. 218, 9759–9772, 2012
  14. E. Asnaashari, J. K. Sinha, Crack detection in structures using deviation from normal distribution of measured vibration responses, J. Sound Vib. 333, 4139–4151, 2014
  15. T. Tang, X. Xie, Structural damage identification using virtual flexibility matrix I: simulation verification, Solids and Structures (SAS), 3, 1-8, 2014
  16. MATLAB, The language of technical computing, The Mathworks Inc., Natick, USA, 2009
  17. SAP2000, Integrated software for