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    Grading of Portuguese Maritime Pine Small-Diameter Roundwood

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 002
    Author:
    Telmo F. M. Morgado
    ,
    Alfredo M. P. G. Dias
    ,
    José S. Machado
    ,
    João H. Negrão
    ,
    André F. S. Marques
    DOI: 10.1061/(ASCE)MT.1943-5533.0001721
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents work carried out with the aim of characterizing the mechanical behavior and developing visual and machine-strength grading systems for Portuguese maritime pine roundwood for structural applications. Two samples of forty maritime pine logs each were collected, one in a northern region of Portugal and another in an interior central region. After drying, the logs were visually graded and subjected to nondestructive tests, using vibration and ultrasounds, for determination of dynamic modulus of elasticity. The logs were then subjected to destructive tests for determining bending and compression strength and bending modulus of elasticity. These results were analyzed in order to identify the features to be considered in the strength grading process. From this analysis, a proposal was developed to visually grade Portuguese maritime pine roundwood in two strength grades. According to the European strength class standard for solid timber, the upper grade has similar mechanical properties to the C50 class, whereas the lower grade is similar to the C35. The machine grading showed good potential as a result of the good correlation presented between the dynamic modulus of elasticity and the mechanical properties. However, the ultrasounds showed slightly better correlation than the vibration method, whereas the last one is more practical.
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      Grading of Portuguese Maritime Pine Small-Diameter Roundwood

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4237937
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    contributor authorTelmo F. M. Morgado
    contributor authorAlfredo M. P. G. Dias
    contributor authorJosé S. Machado
    contributor authorJoão H. Negrão
    contributor authorAndré F. S. Marques
    date accessioned2017-12-16T09:03:11Z
    date available2017-12-16T09:03:11Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001721.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237937
    description abstractThis paper presents work carried out with the aim of characterizing the mechanical behavior and developing visual and machine-strength grading systems for Portuguese maritime pine roundwood for structural applications. Two samples of forty maritime pine logs each were collected, one in a northern region of Portugal and another in an interior central region. After drying, the logs were visually graded and subjected to nondestructive tests, using vibration and ultrasounds, for determination of dynamic modulus of elasticity. The logs were then subjected to destructive tests for determining bending and compression strength and bending modulus of elasticity. These results were analyzed in order to identify the features to be considered in the strength grading process. From this analysis, a proposal was developed to visually grade Portuguese maritime pine roundwood in two strength grades. According to the European strength class standard for solid timber, the upper grade has similar mechanical properties to the C50 class, whereas the lower grade is similar to the C35. The machine grading showed good potential as a result of the good correlation presented between the dynamic modulus of elasticity and the mechanical properties. However, the ultrasounds showed slightly better correlation than the vibration method, whereas the last one is more practical.
    publisherAmerican Society of Civil Engineers
    titleGrading of Portuguese Maritime Pine Small-Diameter Roundwood
    typeJournal Paper
    journal volume29
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001721
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 002
    contenttypeFulltext
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