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contributor authorChunjiang
contributor authorZou
contributor authorZhengzhou
contributor authorChen
contributor authorPing
contributor authorDong
contributor authorChanghe
contributor authorChen
contributor authorYi
contributor authorCheng
date accessioned2017-05-08T22:29:27Z
date available2017-05-08T22:29:27Z
date copyrightFebruary 2016
date issued2016
identifier other46625705.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81450
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
treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 002
contenttypeFulltext


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