Abstract
The surface wave method has recently gained popularity in engineering issues for determining homogeneity in depth profiles of media consisting of huge concrete structures. This paper extends a 3D numerical modeling of an experimental seismic surface wave study on the investigation of concrete layering properties. Furthermore, the homogeneity, quality and layering of two large concrete slabs which were experimentally examined by some non-destructive seismic tests are conducted using the ABAQUS/Explicit finite element software, which is efficient for this purpose. To simulate an infinite media, special elements are used in the boundary named absorbing layer using increasing damping to eliminate sufficient reflections from the fictatus boundary. Rayleigh waves were identified using Lamb wave fundamental-modes; then, dispersion curves were numerically studied for the sake of comparison with the experimental results. Consequently, to see the agreement of finite element simulations with experiments, from the gathered records at the free surface of the layered slab, the comparison between the estimated and the average measured Young’s moduli of all concrete slab layers according to their thicknesses is conducted in the simulation and a reliable estimation with an error less than 3% is observed.
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Bukenya P, Moyo P, Beushausen H (2014) Health monitoring of dams: a literature review. J Civ Struct Health Monit 4(4):235–244
Wang CH, Rose JT, Chang FK (2004) A synthetic time-reversal imaging method for structural health monitoring. Smart Mater Struct 13:415–423
Krause M, Dackermann U, Li J (2015) Elastic wave modes for the assessment of structural timber: ultrasonic echo for building elements and guided waves for pole and pile structures. J Civ Struct Health Monit 5(2):221–249
Kong FN, Westerdahl H, By TL (1994) Borehole radar tunnel detection at Gjovik, Norway. Nor Geotech Inst Publ 194:1–10
Hutchinson DJ, Phillips C, Cascante G (2002) Risk considerations for crown pillar stability assessment for mine closure planning. J Geotech Geol Eng 20(1):41–64
Sansalone MJ, Streett WB (1997) Impact-echo, non-destructive evaluation of concrete and masonry. Bullbrier Press, Ithaca
Maierhofer Ch, Wöstmann J, Krause M, Milmann B, Behrendt B (2003) Non-destructive characterisation of mortar layers for concrete repair using radar and ultrasonics. In: Proceedings of the international symposium (NDT-CE 2003) non-destructive testing in civil engineering 2003, Berlin, Germany
Nazarian S (1984) In situ determination of elastic modulus of soil deposits and pavement systems by spectral analysis of surface waves method. Ph.D. thesis, University of Texas at Austin
Stokoe KH, Wright SG, Bay JA, Roesset JM (1994) Characterization of geotechnical sites by SASW method. In: Proceedings of the geophysical characterization of sites, ISSMFE technical committee 10, New Delhi
Stokoe KH, Santamarina JC (2000) Seismic-wave-based testing in geotechnical engineering. In: GEOENG 2000, Melbourne, Australia
Al-Wardany R, Gallias JL, Rhazi J, Saleh K, Ballivy G (2007) Assessment of concrete slab quality and layering by guide and surface wave testing. ACI Mater J 104(3):268–275
Al-Wardany R, Gallias JL, Rhazi J, Saleh K, Ballivy G (2004) Use of Rayleigh wave methods to detect near surface concrete damage. In: 16th world conference on nondestructive testing
Sansalone M, Carino NJ (1991) Handbook on NDT of concrete. CRC Press, Boca Raton, pp 275–303
Strobbia C (2003) Surface wave methods acquisition, processing and inversion. Ph.D. thesis, University of Politecnico di torino
Dziewonski A, Bloch S, Landisman M (1969) A technique for the analysis of transient seismic signals. Bull Seismol Soc Am 59:427–444
Herrmann RB (1973) Some aspects of band-pass filtering of surface waves. Bull Seismol Soc Am 63:663–671
Nolet G, Panza GF (1976) Array analysis of seismic surface waves: limits and possibilities. Pure Appl Geophys 114:776–790
Keilis-Borok VI, Levshin AL, Yanovskaya TB, Lander AV, Bukchin BG, Barmin MP, Ratnikova LI, Its EN (1989) Seismic surface waves in laterally inhomogeneous earth. Kluwer Academic Publishers, Dordrecht
Park CB, Miller RD, Xia J (1999) Multichannel analysis of surface waves. Geophysics 64(3):800–808
Glangeaud F, Mari JL, Lacoume JL, Mars J, Nardin M (1999) Dispersive seismic waves in geophysics. Eur J Environ Eng Geophys 3:265–306
Soleimanpour R, Ng CT, Wang CH (2016) Scattering of the fundamental anti-symmetric Lamb wave at through-thickness notches in isotropic plates. J Civ Struct Health Monit 6(3):447–459
Markovic N, Nestorovic T, Stojic D (2015) Numerical modeling of damage detection in concrete beams using piezoelectric patches. Mech Res Commun 64:15–22
Shibin L (2014) Advancements in active surface wave methods: modeling, testing, and inversion. Ph.D. thesis, Iowa State University
Nasseri-Moghaddam A (2006) Study of the effect of lateral inhomogeneities on the propagation of Rayleigh waves in an elastic medium, thesis, University of Waterloo
Al-Wardany R, Gallias JL, Rhazi J, Saleh K, Ballivy G (2009) Use of Rayleigh wave methods to detect near surface concrete damage. Mater Struct 42:251–261
Foti S (2000) Multi-station methods for geotechnical characterization using surface waves. Ph.D. thesis, Politecnico di Torino
Gabriels P, Snieder R, Nolet G (1987) In situ measurement of shear wave velocity in sediments with higher-mode Rayleigh waves. Geophys Prospect 35:187–196
Al-Hunaidi MO (1996) Nondestructive evaluation of pavements using spectral analysis of surface waves in the frequency wavenumber domain. J Nondestruct Eval 15(2):71–82
Bathe K-J (1996) Finite element procedures. Prentice-Hall, Upper Saddle River
Drozdz MB (2008) Efficient finite element modelling of ultrasonic waves in elastic media. Ph.D. thesis, Imperial College of Science Technology and Medicine, London
Seron FJ, Sanz FJ, Kindelan M, Badal JI (1990) Finite-element method for elastic wave propagation 6(5):359–368
Olsson D (2012) Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading. Thesis, Umeå University
Drozdz MB (2008) Efficient finite element modelling of ultrasound waves in elastic media. Doctoral dissertation, Imperial College London
Hunter SC (1957) Energy absorbed by elastic waves during impact. J Mech Phys Solids 5(3):162–171
McLaskey GC, Glaser SD (2010) Hertzian impact: experimental study of the force pulse and resulting stress waves. J Acoust Soc Am 128(3):1087–1096
Whitehurst EA (1951) Soniscope tests concrete structures. J Am Concr Inst 47(6):433–444
Rose JL (2004) Ultrasonic waves in solid media matlab cod. Cambridge University Press, Cambridge
Acknowledgements
The authors specially thank Mr. Mehdi Hashemi J. and Mostafa Abbasi (Shiraz University of Technology) for their technical involvement in this research work.
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Rahnema, H., Bijari, R.B. 3D numerical modeling of multi-channel analysis of surface wave in homogeneous and layered concrete slabs. J Civil Struct Health Monit 8, 161–170 (2018). https://doi.org/10.1007/s13349-017-0264-1
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DOI: https://doi.org/10.1007/s13349-017-0264-1