Abstract
In this paper, a crack detection approach is presented for detecting depth and location of cracks in beam-like structures. For this purpose, a new beam element with an arbitrary number of embedded transverse edge cracks, in arbitrary positions of beam element with any depth, is derived. The components of the stiffness matrix for the cracked element are computed using the conjugate beam concept and Betti’s theorem, and finally represented in closed-form expressions. The proposed beam element is efficiently employed for solving forward problem (i.e., to gain precise natural frequencies and mode shapes of the beam knowing the cracks’ characteristics). To validate the proposed element, results obtained by new element are compared with two-dimensional (2D) finite element results and available experimental measurements. Moreover, by knowing the natural frequencies and mode shapes, an inverse problem is established in which the location and depth of cracks are determined. In the inverse approach, an optimization problem based on the new finite element and genetic algorithms (GAs) is solved to search the solution. It is shown that the present algorithm is able to identify various crack configurations in a cracked beam. The proposed approach is verified through a cracked beam containing various cracks with different depths.
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G. M. Owolabi, A. S. J. Swanidas and R. Seshadri, Crack detection in beams using changes in frequencies and amplitudes of frequency response function, J. Sound Vib., 265 (2003) 1–22.
J. T. Kim, Y. S. Ryu, H. M. Cho and N. Stubbs, Damage identification in beam-type structures: frequency-based method vs mode-shape-based method, Eng. Struct., 25 (2003) 57–67.
G. M. Dong and J. Chen, Crack identification in a rotor with an open crack, J. Mech. Sci. Technol., 23 (2009) 2964–2972.
K. N. Solanki and S. R. Daniewicz, Finite element analysis of plasticity-induced crack closure: an overview, Eng. Fract. Mech., 71 (2004) 149–171.
V. Tvergaard, Crack growth predictions by cohesive zone model for ductile fracture, J. Mech. Phys. Solids, 52 (2004) 925–940.
T. G. Chondros and A. D. Dimarogonas, Influence of a crack on the dynamic characteristics of structures, Journal of Vibration, Acoustics, Stress and Reliability in Design, 111 (1989) 251–256.
R. Y. Liang, J. Hu and F. Choy, Theoretical study of crackinduced eigen frequency changes on beam structures, J. Eng. Mech., 118 (1992) 384–396.
T. G. Chondros, A. D. Dimarogonas and J. Yao, A continuous cracked beam vibration theory, J. Sound Vib., 215 (1998) 17–34.
O. S. Salawu, Detection of structural damage through changes in frequencies: a review, Eng. Struct., 19 (1997) 718–723.
S. Chinchalkar, Detection of the crack location in beams using natural frequencies, J. Sound Vib., 247 (2001) 417–429.
N. Khaji, M. Shafiei and M. Jalalpour, Closed-form solutions for crack detection problem of Timoshenko beams with various boundary conditions, Int. J. Mech. Sci., 51 (2009) 667–681.
A. K. Pandey and M. Biswas, Damage detection in structures using change in flexibility, J. Sound Vib., 169 (1994) 3–17.
A. K. Pandey, M. Biswas and M. M. Samman, Damage detection from change in curvature mode shapes, J. Sound Vib., 145 (1991) 321–332.
E. P. Carden and P. Fanning, Vibration based condition monitoring: a review, Structural Health Monitoring, 3 (2004) 355–377.
C. R. Farrar and N. Lieven, Damage prognosis: the future of structural health monitoring, Philosophical Transactions of the Royal Society, 365 (2007) 623–632.
M. Kisa and M. A. Gurel, Modal analysis of multi-cracked beams with circular cross section, Eng. Fract. Mech., 73 (2006) 963–977.
H.-I. Yoon, I.-S. Son and S.-J. Ahn, Free vibration analysis of Euler-Bernoulli beam with double cracks, J. Mech. Sci. Technol., 21 (2007) 476–485.
A. S. Sekhar, Multiple cracks effects and identification, Mech. Syst. Sig. Process, 22 (2008) 845–878.
A. C. Chasalevris and C. A. Papadopoulos, Coupled horizontal and vertical bending vibrations of a stationary shaft with two cracks, J. Sound Vib., 309 (2008) 507–528.
S. Caddemi and I. Calio, Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks, J. Sound Vib., 327 (2009) 473–489.
M. Shafiee and N. Khaji, Analytical solutions for free and forced vibrations of a multiple cracked Timoshenko beam subject to a concentrated moving load, Acta Mechanica, 221 (2011) 79–97.
S. Caddemi and I. Caliò, The influence of the axial force on the vibration of the Euler-Bernoulli beam with an arbitrary number of cracks, Arch. Appl. Mech., 82 (2012) 827–839.
A. C. Chasalevris and C. A. Papadopoulos, Identification of multiple cracks in beams under bending, Mech. Syst. Sig. Process, 20 (2006) 1631–1673.
H. F. Lam, C. T. Ng and M. Veidt, Experimental characterization of multiple cracks in a cantilever beam utilizing transient vibration data following a probabilistic approach, J. Sound Vib., 305 (2007) 34–49.
B. Faverjon and J. J. Sinou, Robust damage assessment of multiple cracks based on the frequency response function and the Constitutive Relation Error updating method, J. Sound Vib., 312 (2008) 821–837.
R. J. Lin and F. P. Cheng, Multiple crack identification of a free-free beam with uniform material property variation and varied noised frequency, Eng. Struct., 30 (2008) 909–929.
J. Lee, Identification of multiple cracks in a beam using natural frequencies, J. Sound Vib., 320 (2009) 482–490.
S. Moradi and M. H. Kargozarfard, On multiple crack detection in beam structures, J. Mech. Sci. Technol., 27 (2013) 47–55.
E. Khanmirza, N. Khaji and V. Johari Majd, Model updating of multistory shear buildings for simultaneous identification of mass, stiffness and damping matrices using two different soft-computing methods, Expert Syst. Appl., 38 (2011) 5320–5329.
R. Perera, A. Ruiz and C. Manzano, An evolutionary multiobjective framework for structural damage localization and quantification, Eng. Struct., 29 (2007) 2540–2550.
J. Xiang, Y. Zhong, X. Chen and Z. He, Crack detection in a shaft by combination of wavelet-based elements and genetic algorithm, Int. J. Solids Struct., 45 (2008) 4782–4795.
M. T. Vakil-Baghmisheh, M. Peimani, M. H. Sadeghi and M. M. Ettefagh, Crack detection in beam-like structures using genetic algorithms, Appl. Soft Comput., 8 (2008) 1150–1160.
M. Mehrjoo, N. Khaji, H. Moharrami and A. Bahreininejad, Damage detection of truss bridge joints using artificial neural networks, Expert Syst. Appl., 35 (2008) 1122–1131.
S. Suresh, S. N. Omkar, R. Ganguli and V. Mani, Identification of crack location and depth in a cantilever beam using a modular neural network approach, Smart Mater. Struct., 13 (2004) 907–915.
I. Karimi, N. Khaji, M. T. Ahmadi and M. Mirzayee, System identification of concrete gravity dams using artificial neural networks based on a hybrid FE-BE approach, Eng. Struct., 32 (2011) 3583–3591.
M. Skrinar and T. Pliberšek, On the derivation of symbolic form of stiffness matrix and load vector of a beam with an arbitrary number of transverse cracks, Comput. Mater. Sci., 52 (2012) 253–260.
B. Biondi and S. Caddemi, Euler-Bernoulli beams with multiple singularities in the flexural stiffness, Eur. J. Mech. A. Solids, 26 (2007) 789–809.
S. Caddemi and I. Calio, The exact explicit dynamic stiffness matrix of multi-cracked Euler-Bernoulli beam and applications to damaged frame structures, J. Sound Vib., 332 (2013) 3049–3063.
W. M. Ostachowicz and M. Krawczuk, Analysis of the effect of cracks on the natural frequencies of a cantilever beam, J. Sound Vib., 150 (1991) 191–201.
C. K. Wang, Intermediate structural analysis, McGraw-Hill, Singapore (1983).
O. C. Zienkiewicz and R. L. Taylor, The finite element method, Butterworth and Heinmann (2000).
S. Timoshenko, D. H. Young and W. Weaver, Vibration problems in engineering, Wiley, New York (1974).
M. Krawczuk, A. Zak and W. Ostachowicz, Elastic beam finite element with a transverse elasto-plastic crack, Finite Elem. Anal. Des., 34 (2000) 61–73.
R. Ruotolo and C. Surace, Damage assessment of multiple cracked beams: Numerical results and experimental validation, J. Sound Vib., 206 (1997) 567–588.
D. E. Goldberg, Genetic algorithms in search, Optimization, and Machine Learning, Addison-Wesley (1989).
R. L. Haupt and S. E. Haupt, Practical genetic algorithms, 2nd ed., John Wiley and Sons (2004).
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Naser Khaji is Associate Professor of Earthquake Engineering at TarbiatModares University, Tehran, Iran, since 2002 where he has been teaching Advanced Engineering Mathematics, Seismic Hazard Analysis, FEM, and BEM. He earned his B.Sc. degree in Civil Engineering from Tehran University, Iran, in 1995, his M.Sc. degree in Hydraulic Structures from Tarbiat Modares University, Iran, in 1998, andhis Ph.D. degree in Earthquake Engineering from the University ofTokyo, Japan, in 2001. Dr. Khaji has published more than 35 papers in peer-reviewed national and international journals, and numerous conference articles. Dr. Khaji’s research interests include: Computational Mechanics, Fluid-Soil-Structure Interaction, Engineering Seismology, Earthquake Engineering, and Health Monitoring of Structures.
Mohsen Mehrjoo obtained his M.Sc. degree in Earthquake Engineering from Tarbiat Modares University, Tehran, Iran, in 2006. He is now a Ph.D. student at Islamic Azad University, Tehran, Iran, where he is studying Structural Engineering. Mr. Mehrjoohas published twopapers in peer-reviewed international journals, and a few conference articles.
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Khaji, N., Mehrjoo, M. Crack detection in a beam with an arbitrary number of transverse cracks using genetic algorithms. J Mech Sci Technol 28, 823–836 (2014). https://doi.org/10.1007/s12206-013-1147-y
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DOI: https://doi.org/10.1007/s12206-013-1147-y