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    A Weibull Analysis of Wood Member Bending Strength

    Source: Journal of Mechanical Design:;1982:;volume( 104 ):;issue: 003::page 572
    Author:
    J. Y. Liu
    DOI: 10.1115/1.3256388
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The analysis of size effect on bending strength of rectangular wood beams based on Weibull’s theory of brittle failure has been expanded here to include tapered wood beams under arbitrary loading conditions. The mathematical formulations are expressed in terms of the two parameters in Weibull’s model. These parameters must be determined experimentally for each wood species. Numerical data for Douglas-fir beams are presented in graph form, where necessary, for easy application by the design engineer. Design procedures are demonstrated by numerical examples.
    keyword(s): Wood products , Bending strength , Design , Engineers , Brittleness , Failure AND Size effect ,
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      A Weibull Analysis of Wood Member Bending Strength

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    contributor authorJ. Y. Liu
    date accessioned2017-05-08T23:13:58Z
    date available2017-05-08T23:13:58Z
    date copyrightJuly, 1982
    date issued1982
    identifier issn1050-0472
    identifier otherJMDEDB-28001#572_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96166
    description abstractThe analysis of size effect on bending strength of rectangular wood beams based on Weibull’s theory of brittle failure has been expanded here to include tapered wood beams under arbitrary loading conditions. The mathematical formulations are expressed in terms of the two parameters in Weibull’s model. These parameters must be determined experimentally for each wood species. Numerical data for Douglas-fir beams are presented in graph form, where necessary, for easy application by the design engineer. Design procedures are demonstrated by numerical examples.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Weibull Analysis of Wood Member Bending Strength
    typeJournal Paper
    journal volume104
    journal issue3
    journal titleJournal of Mechanical Design
    identifier doi10.1115/1.3256388
    journal fristpage572
    journal lastpage577
    identifier eissn1528-9001
    keywordsWood products
    keywordsBending strength
    keywordsDesign
    keywordsEngineers
    keywordsBrittleness
    keywordsFailure AND Size effect
    treeJournal of Mechanical Design:;1982:;volume( 104 ):;issue: 003
    contenttypeFulltext
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