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dc.contributor.authorChunjiang Zou
dc.contributor.authorZhengzhou Chen
dc.contributor.authorPing Dong
dc.contributor.authorChanghe Chen
dc.contributor.authorYi Cheng
dc.date.accessioned2017-12-30T13:03:26Z
dc.date.available2017-12-30T13:03:26Z
dc.date.issued2016
dc.identifier.other%28ASCE%29BE.1943-5592.0000759.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245122
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental and Numerical Studies on Nondestructive Evaluation of Grout Quality in Tendon Ducts Using Impact-Echo Method
dc.typeJournal Paper
dc.journal.volume21
dc.journal.issue2
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0000759
dc.page04015040
dc.treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 002
dc.contenttypeFulltext


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