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    Strength‐Grading Method for Wood Poles

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author:
    Yiren Wang
    ,
    Jozsef Bodig
    DOI: 10.1061/(ASCE)0733-9445(1990)116:11(2952)
    Publisher: American Society of Civil Engineers
    Abstract: Based on a nondestructive evaluation (NDE) system, a methodology is described to develop a strength‐grading method for wood utility poles. Considerations are given for both economics and engineering design aspects. The proposed NDE‐based grading system is calibrated to provide at least the same production economic benefit and structural reliability as currently exist with visually graded poles. However, even with these limitations, an additional reliability and hence an additional economic benefit is derived by enabling a better matching of pole strength with specific design loads. Use of currently rejected poles is possible with the proposed method. The proposed grading system retains the size classification concept currently used by the American National Standard Institute, but would upgrade or downgrade individual poles according to their NDE‐predicted strengths. Five strength grades are proposed that are calibrated to recently obtained bending strength data for transmission‐size Douglas fir poles.
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      Strength‐Grading Method for Wood Poles

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    https://yetl.yabesh.ir/yetl1/handle/yetl/30728
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    contributor authorYiren Wang
    contributor authorJozsef Bodig
    date accessioned2017-05-08T20:53:33Z
    date available2017-05-08T20:53:33Z
    date copyrightNovember 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A11%282952%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30728
    description abstractBased on a nondestructive evaluation (NDE) system, a methodology is described to develop a strength‐grading method for wood utility poles. Considerations are given for both economics and engineering design aspects. The proposed NDE‐based grading system is calibrated to provide at least the same production economic benefit and structural reliability as currently exist with visually graded poles. However, even with these limitations, an additional reliability and hence an additional economic benefit is derived by enabling a better matching of pole strength with specific design loads. Use of currently rejected poles is possible with the proposed method. The proposed grading system retains the size classification concept currently used by the American National Standard Institute, but would upgrade or downgrade individual poles according to their NDE‐predicted strengths. Five strength grades are proposed that are calibrated to recently obtained bending strength data for transmission‐size Douglas fir poles.
    publisherAmerican Society of Civil Engineers
    titleStrength‐Grading Method for Wood Poles
    typeJournal Paper
    journal volume116
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:11(2952)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011
    contenttypeFulltext
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