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Elastic wave propagation for condition assessment of steel bar embedded in mortar

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This study deals with experimental and numerical investigations of elastic wave propagation in steel bars partially embedded in mortar. The bars with different bonding lengths were tested. Two types of damage were considered: damage of the steel bar and damage of the mortar. Longitudinal waves were excited by a piezoelectric actuator and a vibrometer was used to non-contact measurements of velocity signals. Numerical calculations were performed using the finite elements method. As a result, this paper discusses the possibility of condition assessment in bars embedded in mortar by means of elastic waves.
Rocznik
Strony
159--170
Opis fizyczny
Bibliogr. 21 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Structural Mechanics and Bridge Structures Faculty of Civil and Environmental Engineering Gdansk University of Technology ul. Narutowicza 11/12, 80-233 Gdańsk, POLAND
autor
  • Department of Structural Mechanics and Bridge Structures Faculty of Civil and Environmental Engineering Gdansk University of Technology ul. Narutowicza 11/12, 80-233 Gdańsk, POLAND
Bibliografia
  • [1] Beard M.D. and Lowe M.J.S. (2003): Non-destructive testing of rock bolts using ultrasonic guided waves. – International Journal of Rock Mechanics and Mining Sciences, vol.40, pp.527-536.
  • [2] Chróścielewski, Rucka M., Wilde K. and Witkowski W. (2012): Diagnostics of concrete beams during bending process using elastic wave propagation (in Polish). – Scientific Letters of Rzeszow University of Technology, No.283, pp.349-356.
  • [3] Gołaski L., Goszczyńska B., Świt G. and Trąmpczyński W. (2012): System for the global monitoring and evaluation of damage processes developing within concrete structure under service load. – The Baltic Journal of Road and Bridge Engineering, vol.7, No.4, pp.237-245.
  • [4] Ervin B.L., Kuchma D.A., Bernhard J.T. and Reis H. (2009): Monitoring corrosion of rebar embedded in mortar using high-frequency guided ultrasonic waves. – Journal of Engineering Mechanics, vol.135, pp.9-18.
  • [5] Hoła J. and Schabowicz K. (2010): State-of-the-art non-destructive methods for diagnostic testing of building structures – anticipated development trends. – Archives of Civil and Mechanical Engineering, vol.10 No.3, pp.5-18.
  • [6] Jurek M., Nazarko P. and Ziemiański L. (2007): Non-destructive structure testing: structure fault detection based on the elastic waves phenomenon (in Polish). – Scientific Letters of Rzeszow University of Technology, No.243, pp.67-87.
  • [7] Lu Y., Li J., Ye L. and Wang D. (2013): Guided waves for damage detection in rebar-reinforced concrete beams. – Construction and Building Materials, vol.47, pp.370-378.
  • [8] Moser F., Jacobs L.J. and Qu J. (1999): Modelling elastic wave propagation in waveguides with the finite element method. – Nondestructive Testing and Evaluation International, vol.32, pp.225-234.
  • [9] Na W-B., Kundu T. and Ehsani M.R. (2003): Lamb waves for detecting delamination between steel bars and concrete. – Computer-Aided Civil and Infrastructure Engineering, vol.18, pp.58-63.
  • [10] Potamianos A. and Maragos P. (1994): A comparison of the energy operator and the Hilbert transform approach to signal and speech demodulation. – Signal Processing, vol.37, pp.95-120.
  • [11] Paviakovic B.N., Lowe M.J.S. and Cawley P. (2001): High frequency low-loss ultrasonic modes in imbedded bars. – Journal of Applied Mechanics, vol.68, pp.67-75.
  • [12] Rose J.L. (1999): Ultrasonic Waves in Solid Media. – Cambridge University Press.
  • [13] Rucka M. (2010): Experimental and numerical studies of guided wave damage detection in bars with structural discontinuities. – Archive of Applied Mechanics, vol.80, pp.1371-1390.
  • [14] Rucka M. (2013): Contribution to the diagnostics of rock bolts using elastic wave propagation (in Polish). – Construction and Architecture, vol.12, No.1, pp.227-234.
  • [15] Rucka M. and Wilde K. (2013): Experimental study on ultrasonic monitoring of splitting failure in reinforced concrete. – Journal of Nondestructive Evaluation, vol.32, pp.372-383.
  • [16] Rucka M. and Zima B. (2014): Detection of rebar anchorage length using elastic wave propagation (in Polish). – Journal of Civil Engineering, Environment and Architecture, vol.61, pp.257-267.
  • [17] Sabatini P.J., Pass D.G. and Bachus R.C. (1999): Ground anchors and anchored systems. – Technical Report FHWAIF-99-015, Office of Bridge Technology, Washington.
  • [18] Szulborski K., Nalewajko R. and Kościńska-Grabowska K. (2013): About the implementation of excavation enclosure formed by diaphragm walls supported with ground anchors in Szczecin (in Polish). – Engineering and Construction, vol.11, pp.575-578.
  • [19] Wang C., He W., Ning J. and Zhang C. (2009): Propagation properties of guided wave in the anchorage structure of rock bolts. – Journal of Applied Geophysics, vol.69, pp.131-139.
  • [20] Zou D.H. Steve, Cheng J., Yue R. and Sun X. (2010): Grout quality and its impact on guided ultrasonic waves in grouted rock bolts. – Journal of Applied Geophysics, vol.72, pp.102-106.
  • [21] Żak A., Radzieński M., Krawczuk M. and Ostachowicz W. (2012): Damage detection strategies based on propagation of guided elastic waves. – Smart Materials and Structures, vol.21, 035024 (18pp).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-cd9b931d-352b-4692-accc-9ddedf5fa02a
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