Non destructive damage severity estimation in beam using change in extended cross modal strain energy

Mellel, N.; Ouali, M.; Dougdag, M.; Mohammedi, B.

doi:10.22061/jcarme.2020.6854.1881

تعداد نشریات	11
تعداد شماره‌ها	228
تعداد مقالات	2,317
تعداد مشاهده مقاله	3,623,807
تعداد دریافت فایل اصل مقاله	2,663,796

	Non destructive damage severity estimation in beam using change in extended cross modal strain energy
Journal of Computational & Applied Research in Mechanical Engineering (JCARME)
مقاله 6، دوره 11، شماره 1 - شماره پیاپی 21، مهر 2021، صفحه 57-65 اصل مقاله (608.16 K)
نوع مقاله: Research Paper
شناسه دیجیتال (DOI): 10.22061/jcarme.2020.6854.1881
نویسندگان
N. Mellel^* ¹؛ M. Ouali²؛ M. Dougdag¹؛ B. Mohammedi¹
¹Nuclear Research Center of Birine, BP 180, Ain Oussera, Djelfa, Algeria
²Structures Research Laboratory, Engineering Faculty, Saad Dahlab University, Blida, Algeria
تاریخ دریافت: 17 اردیبهشت 1399، تاریخ بازنگری: 01 دی 1399، تاریخ پذیرش: 07 دی 1399
چکیده
This paper presents an extended cross modal strain energy change method to estimate the severity of damage associated with limited modal data in beam-like structures. This method takes in account the correlation between the analytical modal data and the measured incomplete modal data. A procedure was proposed and the analytical elemental stiffness of the damaged element after it is localized is included in quantification of the measured single damage extent. A three-dimensional numerical beam model with different damage cases is used to simulate the CMSE method application and to getting the bending displacements of the damaged element. An experimental modal analysis (EMA) on a cantilever beam with and without crack was carried out to evaluate the effectiveness of the extended CMSE method. The severity magnitude of the damage was predicted within an acceptable error range through the using validation process. Results reveal that the proposed damage estimation method successfully evaluates single damage severity in beam like structure and can be useful in maintenance technology and structural health monitoring system.
کلیدواژه‌ها
Vibration based methods؛ Numerical model؛ Damage severity؛ Extended cross modal strain energy؛ Modal analysis experiment

مراجع
[1] P. Cawley, R. D. Adams, “The location of defects in structures from measurements of natural frequencies”, J. Strain Anal. Eng. Des., Vol. 14, No. 2, pp.49-57, (1979). [2] O.S. Salawu, “Detection of structural damage through changes in frequency: a review”, Eng. Struct., Vol.19, No. 9, pp.718-723, (1997). [3] B. Asmara, M. Karimi, F. Nazari and A. Bolandgerami, “Experimental and finite element free vibration analysis and artificial neural network based on multi-crack diagnosis of non-uniform cross section beam”, J. Appl. Comput. Mech., Vol. 5, No. 1, pp.1-11, (2015). [4] I. Mekjavić, “Identification of structural damage in bridges using high-frequency vibrational responses”, Shock. Vib. Vol. 2015 No 2, pp.1-8, (2015). [5] X. Y. Zhao, Z. Q. Lang, and G. Park, “A new transmissibility analysis method for detection and location of damage via nonlinear features in MDOF structural systems”, IEEE ASME Trans. Mechatron., Vol. 20, No. 4, pp.1933-1947, (2015). [6] W. Yang, Z.Q. Lang and S. Tian, “Condition monitoring and damage location of wind turbine blades by frequency response transmissibility analysis”, IEEE Trans. Ind. Electron., Vol. 62, No. 10, pp. 6558–6564, (2015). [7] J. W. Xiang, T. Matsumoto, J.Q. Long, and G. Ma, “Identification of damage locations based on operating deflection shape”, Nondestruct. Test. Evaluation, Vol. 28, No. 2, pp.166–180, (2013). [8] L. Zhang, Y. Xia, J.A. Lozano-Gallant, and L. Sun, “Mass-stiffness combined perturbation method for mode shape monitoring of bridge structures”, Shock. Vib., Vol. 2019, pp.1-14, (2019). [9] X. Mingqiang, W. Shuqing, “Cross modal strain energy–based structural damage detection in the presence of noise effects”, Adv. Mech. Eng., Vol. 9, No. 12, pp.1–14, (2017). [10] S. W. Doebling, C. R. Farrar and M. B. Prime, “A summary review of vibration-based damage identification methods”, Shock Vib. Dig., Vol.30 No. 2, pp. 91-105 (1998). [11] W. Shuqing and X. Mingqiang, “Modal strain energy based structural damage identification: a review and comparative study”, Struct. Eng. Int., Vol. 29, No. 2, pp.1-15, (2018). [12] H.J. Sau-Lon, W. Shuging and L. Huajun, “Cross modal strain energy method for estimating damage severity”, J. Eng. Mech, Vol. 132, No. 4, (2006). [13] H.J. Sau-Lon, L. Huajun and W. Shuqing, “Cross model cross-mode method for model updating”, Mech. Syst. Signal Process., Vol. 21, No. 4, pp. 1690–1703, (2007). [14] B. Asgarian, M. Amiri, A. Ghafooipour, “Damage detection in jacket type offshore platforms using modal strain energy”, Struct. Eng. Mech, Vol. 33, No. 3, pp. 325–337, (2009). [15] Y.J. Yan, H.F. Yang, Z.Y. Wu, “Damage detection method for composite structures based on a combined technique of cross modal strain energy and niche genetic algorithms”, J. Vib. Control, Vol.16, No.11, pp.1673–1683, (2010). [16] N. Stubbs and R. Osegueda, “Global non destructive damage evaluation in solids”, Int. J. of Anal. and Exp. Modal Anal., Vol. 5, No. 2, pp.67–79, (1990). [17] N. Stubbs, J.T. Kim, C. Farrar. “Field verification of a non-destructive damage localization and severity estimation algorithm”. Proc. SPIE Int. Soc. Opt. Eng., USA, (1995). [18] S.M. Seyedpoor and O. Yazdanpanah, “An efficient indicator for structural damage localization using the change of strain energy based on static noisy data”, Appl. Math. Model., Vol. 38, No. 9, pp.2661-2672, (2014). [19] L. Huajun, Y. Hezhen, H.J. Sau-Lon, “Modal strain energy decomposition method for damage localization in 3D frame structures”. J. Eng. Mech., Vol. 132, No. 9, pp.941-951, (2006). [20] L. Ramesh and P. S. Rao., Damage detection in structural beams using model strain energy method and wavelet transform approach”, Mater. Today, Vol. 5, No 9, No. 3 , pp.19565-19575, (2018). [21] J.H. Sau-lon, W. Shuqing ang and L. Huajun, “Cross modal strain energy for estimating damage severity”, J. Eng. Mech., Vol.132, No. 4, pp.429-437, (2006). [22] M. Ouali, N. Mellel and M. Dougdag, “Damage localization in beam-like structures using changes in modal strain energy”, AIP Conf. Proc., 1809, 020038, (2017). [23] M. Dougdag, M. Ouali and N. Mellel, “An improved stiffness assessment of cracked steel beam and thick tube with a transverse crack”, Int. J. Damage Mech., Vol. 25, No. 6, pp.797-817, (2016).
آمار تعداد مشاهده مقاله: 854 تعداد دریافت فایل اصل مقاله: 640

سامانه مدیریت نشریات علمی. طراحی و پیاده سازی از سیناوب

پیوندهای مفید

آمار

Non destructive damage severity estimation in beam using change in extended cross modal strain energy