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    Rapid Bridge Deck Condition Assessment Using Three-Dimensional Visualization of Impact Echo Data

    Source: Journal of Infrastructure Systems:;2012:;Volume ( 018 ):;issue: 001
    Author:
    Nenad Gucunski
    ,
    Michelle Yan
    ,
    Zhe Wang
    ,
    Tong Fang
    ,
    Ali Maher
    DOI: 10.1061/(ASCE)IS.1943-555X.0000060
    Publisher: American Society of Civil Engineers
    Abstract: Ultrasonic seismic methods can be used in the condition assessment of bridge decks by evaluating changes in material characteristics and detecting the development of defects and zones of deterioration. The impact-echo method is of special benefit in the evaluation of corrosion-induced deck delamination because of its nondestructive nature and ability to detect delaminated zones at various stages of deterioration: from initial to progressed and developed. The traditional approach in the condition assessment of bridge decks by impact-echo is based on a review of individual test-point records. A new approach based on three-dimensional data visualization is proposed. The developed three-dimensional visualization platform allows for both the advanced presentation and an automated interpretation of impact-echo data. The data presentation is provided in terms of three-dimensional translucent visualizations of reflectors in a bridge deck section and horizontal and vertical cross sections through all distinctive zones, including a zone of delamination. The associated interpretation platform enables the overall assessment of the condition of the deck, through cumulative distributions of reflection intensity of different reflective layers, and the identification of deteriorated zones of the deck to be repaired or rehabilitated in an efficient and intuitive way.
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      Rapid Bridge Deck Condition Assessment Using Three-Dimensional Visualization of Impact Echo Data

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/65645
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    • Journal of Infrastructure Systems

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    contributor authorNenad Gucunski
    contributor authorMichelle Yan
    contributor authorZhe Wang
    contributor authorTong Fang
    contributor authorAli Maher
    date accessioned2017-05-08T21:53:41Z
    date available2017-05-08T21:53:41Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29is%2E1943-555x%2E0000090.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65645
    description abstractUltrasonic seismic methods can be used in the condition assessment of bridge decks by evaluating changes in material characteristics and detecting the development of defects and zones of deterioration. The impact-echo method is of special benefit in the evaluation of corrosion-induced deck delamination because of its nondestructive nature and ability to detect delaminated zones at various stages of deterioration: from initial to progressed and developed. The traditional approach in the condition assessment of bridge decks by impact-echo is based on a review of individual test-point records. A new approach based on three-dimensional data visualization is proposed. The developed three-dimensional visualization platform allows for both the advanced presentation and an automated interpretation of impact-echo data. The data presentation is provided in terms of three-dimensional translucent visualizations of reflectors in a bridge deck section and horizontal and vertical cross sections through all distinctive zones, including a zone of delamination. The associated interpretation platform enables the overall assessment of the condition of the deck, through cumulative distributions of reflection intensity of different reflective layers, and the identification of deteriorated zones of the deck to be repaired or rehabilitated in an efficient and intuitive way.
    publisherAmerican Society of Civil Engineers
    titleRapid Bridge Deck Condition Assessment Using Three-Dimensional Visualization of Impact Echo Data
    typeJournal Paper
    journal volume18
    journal issue1
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)IS.1943-555X.0000060
    treeJournal of Infrastructure Systems:;2012:;Volume ( 018 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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