Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/43058
標題: Nondestructive evaluation of concrete quality and integrity in composite columns
作者: Hsiao, C.M.
林宜清
Lin, Y.C.
Chang, C.F.
關鍵字: impact response;cross-sectional modes;spectrum;impact-echo;stress;waves;composite columns;transverse elastic impact;transient-response;echo response;delaminations;soil;rock
Project: Ndt & E International
期刊/報告no:: Ndt & E International, Volume 32, Issue 7, Page(s) 375-382.
摘要: 
This paper summarizes the results obtained from the studies aimed at determining the feasibility of using the impact-echo technique for nondestructive evaluation of concrete quality and integrity in composite columns. Both numerical and experimental studies are carried out to gain a thorough understanding of the transient impact response of composite columns with/without flaws. Results obtained from these studies show that the impact response of a solid composite column is composed of a number of cross-sectional modes of vibration generated by multiple wave reflections between close proximity of boundaries. The frequency of the fundamental mode can be used to determine the P-wave speed in concrete. The presence of flaws disrupts the spectral pattern associated with the solid case. A shift of the fundamental frequency to a lower value is the key to identifying the presence of a flaw. In addition, the spectrum will also show a high amplitude peak at the frequency corresponding to the depth of the flaw. (C) 1999 Elsevier Science Ltd. All rights reserved.
URI: http://hdl.handle.net/11455/43058
ISSN: 0963-8695
DOI: 10.1016/s0963-8695(99)00002-x
Appears in Collections:土木工程學系所

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