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    Compressive Strength Prediction of Veneer-Based Structural Products

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009
    Author:
    Gilbert Benoit P.
    DOI: 10.1061/(ASCE)MT.1943-5533.0002417
    Publisher: American Society of Civil Engineers
    Abstract: Veneer-based structural products, such as laminated veneer lumber (LVL) or plywood, are commonly used in timber construction. When a manufacturer wishes to use new timber species or optimize the use of its veneered stock, the nominal design values of the new products need to be determined from comprehensive and expensive experimental investigations. In an effort to cost-effectively determine these characteristics, this paper introduces a methodology to numerically predict the compressive strength of veneer-based structural products. The method combines a classical elastoplastic approach with a probabilistic strength-prediction model of the wood veneers. The veneer strength is determined from its size and characteristics which can be measured in line during manufacturing. The accuracy of the approach is verified against experimental tests performed on 24 LVL samples manufactured from two different timber species and of various sizes. Results show that the approach accurately predicts the strength of the LVL samples with an overall predicted∶experimental ratio of 1.5 and low coefficient of variation of .8. The methodology is applied to determine the compressive strength distributions of LVL columns and plywood boards manufactured from a new resource, namely early to midrotation (juvenile) hardwood plantation logs. The approach considers three different species, Gympie messmate (Eucalyptus cloeziana), spotted gum (Corymbia citriodora), and southern blue gum (Eucalyptus globulus). The modeled compressive design strength of the new products is found to be of the same order of magnitude of and up to 1.6 times greater than the strength of commercialized LVL columns and plywood boards.
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      Compressive Strength Prediction of Veneer-Based Structural Products

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    contributor authorGilbert Benoit P.
    date accessioned2019-02-26T07:32:40Z
    date available2019-02-26T07:32:40Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002417.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247761
    description abstractVeneer-based structural products, such as laminated veneer lumber (LVL) or plywood, are commonly used in timber construction. When a manufacturer wishes to use new timber species or optimize the use of its veneered stock, the nominal design values of the new products need to be determined from comprehensive and expensive experimental investigations. In an effort to cost-effectively determine these characteristics, this paper introduces a methodology to numerically predict the compressive strength of veneer-based structural products. The method combines a classical elastoplastic approach with a probabilistic strength-prediction model of the wood veneers. The veneer strength is determined from its size and characteristics which can be measured in line during manufacturing. The accuracy of the approach is verified against experimental tests performed on 24 LVL samples manufactured from two different timber species and of various sizes. Results show that the approach accurately predicts the strength of the LVL samples with an overall predicted∶experimental ratio of 1.5 and low coefficient of variation of .8. The methodology is applied to determine the compressive strength distributions of LVL columns and plywood boards manufactured from a new resource, namely early to midrotation (juvenile) hardwood plantation logs. The approach considers three different species, Gympie messmate (Eucalyptus cloeziana), spotted gum (Corymbia citriodora), and southern blue gum (Eucalyptus globulus). The modeled compressive design strength of the new products is found to be of the same order of magnitude of and up to 1.6 times greater than the strength of commercialized LVL columns and plywood boards.
    publisherAmerican Society of Civil Engineers
    titleCompressive Strength Prediction of Veneer-Based Structural Products
    typeJournal Paper
    journal volume30
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002417
    page4018225
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009
    contenttypeFulltext
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