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    Experimental and Numerical Studies on Nondestructive Evaluation of Grout Quality in Tendon Ducts Using Impact-Echo Method

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 002
    Author:
    Chunjiang Zou
    ,
    Zhengzhou Chen
    ,
    Ping Dong
    ,
    Changhe Chen
    ,
    Yi Cheng
    DOI: 10.1061/(ASCE)BE.1943-5592.0000759
    Publisher: American Society of Civil Engineers
    Abstract: The impact-echo method is applied to evaluate the grout quality in tendon ducts of posttensioned structures nondestructively in the present study. As the main evaluation index, the dominant frequency (DFQ) is obtained from the frequency-domain spectrum, which is transformed from the original time-domain signal. The influences of several factors on the DFQ are investigated in detail both experimentally and numerically. These factors include size effect, slab thickness, tendon duct depth, affected range, DFQ shift, and grout strength. The experiments are conducted in the construction field on posttensioned box girders under various grouting conditions. The DFQs of each test point in a test area are integrated to draw a contour image based on their coordinates. Through the analysis of the contour image, grout quality in the tendon ducts can be evaluated accordingly. Grout defects are detected in some box girders and verified by chiseling these suspected ducts. The numerical studies, which can provide some insights into the experimental findings, show good agreement between the experimental and numerical results.
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      Experimental and Numerical Studies on Nondestructive Evaluation of Grout Quality in Tendon Ducts Using Impact-Echo Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4245122
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    contributor authorChunjiang Zou
    contributor authorZhengzhou Chen
    contributor authorPing Dong
    contributor authorChanghe Chen
    contributor authorYi Cheng
    date accessioned2017-12-30T13:03:26Z
    date available2017-12-30T13:03:26Z
    date issued2016
    identifier other%28ASCE%29BE.1943-5592.0000759.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245122
    description abstractThe impact-echo method is applied to evaluate the grout quality in tendon ducts of posttensioned structures nondestructively in the present study. As the main evaluation index, the dominant frequency (DFQ) is obtained from the frequency-domain spectrum, which is transformed from the original time-domain signal. The influences of several factors on the DFQ are investigated in detail both experimentally and numerically. These factors include size effect, slab thickness, tendon duct depth, affected range, DFQ shift, and grout strength. The experiments are conducted in the construction field on posttensioned box girders under various grouting conditions. The DFQs of each test point in a test area are integrated to draw a contour image based on their coordinates. Through the analysis of the contour image, grout quality in the tendon ducts can be evaluated accordingly. Grout defects are detected in some box girders and verified by chiseling these suspected ducts. The numerical studies, which can provide some insights into the experimental findings, show good agreement between the experimental and numerical results.
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Studies on Nondestructive Evaluation of Grout Quality in Tendon Ducts Using Impact-Echo Method
    typeJournal Paper
    journal volume21
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000759
    page04015040
    treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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