{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,6,30]],"date-time":"2026-06-30T15:36:43Z","timestamp":1782833803974,"version":"3.54.5"},"reference-count":31,"publisher":"Environmental and Engineering Geophysical Society","issue":"3","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2005,9,1]]},"abstract":"<jats:title>Abstract<\/jats:title>\n                  <jats:p>This study examines the use of Rayleigh waves for the detection and sizing of surface-breaking cracks in concrete members. First, finite element simulations are performed to define the conditions for Rayleigh wave propagation in members with rectangular cross-section followed by an experimental study with a concrete beam. Time histories recorded at different locations are 2D Fourier transformed into the frequency-wavenumber domain to enhance interpretation and data analysis. Rayleigh waves form at depths less than half the beam depth. With the introduction of a slot, Rayleigh waves are not observed behind the slot, except for the shortest slot depth, and the slot depth cannot be estimated in the frequency-wavenumber domain. Autospectrum calculations reveal strong Rayleigh wave reflections in front of the slot and by can be used to estimate slot depth when the wavelength is less than half the beam depth.<\/jats:p>","DOI":"10.2113\/jeeg10.3.295","type":"journal-article","created":{"date-parts":[[2006,11,16]],"date-time":"2006-11-16T15:34:14Z","timestamp":1163691254000},"page":"295-306","source":"Crossref","is-referenced-by-count":40,"title":["Detection of Surface Breaking Cracks in Concrete Members Using Rayleigh Waves"],"prefix":"10.32389","volume":"10","author":[{"given":"A.","family":"Zerwer","sequence":"first","affiliation":[{"name":"1 Golder Associates Ltd., 1010 Lorne Street, Sudbury, ON, P3C 4R9, Canada"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"M.A.","family":"Polak","sequence":"additional","affiliation":[{"name":"2 Department of Civil Engineering, University of Waterloo, ON, N2L 3G1, Canada"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"J.C.","family":"Santamarina","sequence":"additional","affiliation":[{"name":"3 Department of Civil Engineering, Georgia Institute of Technology, Atlanta, Ga. 30332"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"2613","published-online":{"date-parts":[[2005,9,1]]},"reference":[{"key":"2026010513485491500_i1083-1363-10-3-295-b1","first-page":"1067","article-title":"Waves in prismatic guides of arbitrary cross section","volume-title":"Journal of Applied Mechanics","author":"Aalami","year":"1973"},{"key":"2026010513485491500_i1083-1363-10-3-295-b2","first-page":"62","article-title":"Nondestructive test methods for evaluation of concrete in structures","author":"ACI 228.2R-98","year":"1998"},{"key":"2026010513485491500_i1083-1363-10-3-295-b3","first-page":"1159","article-title":"A two-dimensional Fourier transform method for the measurement of propagating multimode signals","volume-title":"Journal of 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