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    Detection of Ungrouted Cells in Concrete Masonry Constructions Using a Dielectric Variation Approach

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 004
    Author:
    Wael W. El-Dakhakhni
    ,
    Amr A. Nassr
    ,
    Marwan T. Shedid
    DOI: 10.1061/(ASCE)EM.1943-7889.0000085
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a new technique for detecting ungrouted cells in concrete block masonry constructions was developed. The concept, based on detecting the local dielectric permittivity variations, was employed to design coplanar capacitance sensors with high sensitivities to detect such construction defects. An analytical model and finite element simulations were used to assess the influence of the sensor geometrical parameters on the sensor signals and to optimize the sensor design. To experimentally verify the model, the dielectric properties of various materials involved in concrete masonry walls were measured. In addition, a masonry wall containing predetermined grouted and ungrouted cells was constructed and inspected using the developed sensors in a laboratory setting. Moreover, different capacitance sensors were designed and compared with respect to their sensitivity, signal-to-noise ratio, and coefficient of variation of the inspected measurements. Excellent agreements were found between the experimental capacitance signal response parameters and those predicted by the analytical and finite element models. The proposed sensor design, coupled with a commercially available portable capacitance meter, would facilitate employing this technique in the field for rapid inspection of masonry structures without the need for sophisticated data analyses usually required by other more expensive and time consuming methods.
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      Detection of Ungrouted Cells in Concrete Masonry Constructions Using a Dielectric Variation Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60535
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    contributor authorWael W. El-Dakhakhni
    contributor authorAmr A. Nassr
    contributor authorMarwan T. Shedid
    date accessioned2017-05-08T21:43:14Z
    date available2017-05-08T21:43:14Z
    date copyrightApril 2010
    date issued2010
    identifier other%28asce%29em%2E1943-7889%2E0000095.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60535
    description abstractIn this study, a new technique for detecting ungrouted cells in concrete block masonry constructions was developed. The concept, based on detecting the local dielectric permittivity variations, was employed to design coplanar capacitance sensors with high sensitivities to detect such construction defects. An analytical model and finite element simulations were used to assess the influence of the sensor geometrical parameters on the sensor signals and to optimize the sensor design. To experimentally verify the model, the dielectric properties of various materials involved in concrete masonry walls were measured. In addition, a masonry wall containing predetermined grouted and ungrouted cells was constructed and inspected using the developed sensors in a laboratory setting. Moreover, different capacitance sensors were designed and compared with respect to their sensitivity, signal-to-noise ratio, and coefficient of variation of the inspected measurements. Excellent agreements were found between the experimental capacitance signal response parameters and those predicted by the analytical and finite element models. The proposed sensor design, coupled with a commercially available portable capacitance meter, would facilitate employing this technique in the field for rapid inspection of masonry structures without the need for sophisticated data analyses usually required by other more expensive and time consuming methods.
    publisherAmerican Society of Civil Engineers
    titleDetection of Ungrouted Cells in Concrete Masonry Constructions Using a Dielectric Variation Approach
    typeJournal Paper
    journal volume136
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000085
    treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 004
    contenttypeFulltext
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