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    Torsional Shear Tests on Laminated Veneer Lumber Using a Universal-Type Test Machine

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
    Author:
    Zhuo Yang
    ,
    Peggi L. Clouston
    ,
    Alexander C. Schreyer
    DOI: 10.1061/(ASCE)MT.1943-5533.0000752
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study in which a universal-type test machine was configured to apply torsion load-to-failure to estimate the orthotropic shear strengths of full-size laminated veneer lumber (LVL). The objective of the study is to provide insight and detail to a lesser known torsion test setup, while at the same time estimating the torsional shear strength of 1.9E eastern species LVL, hitherto unknown. It was found that at large angles of twist of approximately 23° or more, the test apparatus experienced slippage at the bearings and had the potential to become unstable due to high lateral forces. This was not an obstacle for calculating the shear strength of LVL in this study, as it is a relatively noncompliant material, but likely would be an issue for more compliant materials. The mean in-plane and through-thickness plane shear strengths of 1.9E eastern species LVL were estimated to be in the range of 7.2–11.2 MPa and 5.9–7.3 MPa, respectively.
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      Torsional Shear Tests on Laminated Veneer Lumber Using a Universal-Type Test Machine

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67150
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    contributor authorZhuo Yang
    contributor authorPeggi L. Clouston
    contributor authorAlexander C. Schreyer
    date accessioned2017-05-08T21:56:22Z
    date available2017-05-08T21:56:22Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29mt%2E1943-5533%2E0000787.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67150
    description abstractThis paper presents a study in which a universal-type test machine was configured to apply torsion load-to-failure to estimate the orthotropic shear strengths of full-size laminated veneer lumber (LVL). The objective of the study is to provide insight and detail to a lesser known torsion test setup, while at the same time estimating the torsional shear strength of 1.9E eastern species LVL, hitherto unknown. It was found that at large angles of twist of approximately 23° or more, the test apparatus experienced slippage at the bearings and had the potential to become unstable due to high lateral forces. This was not an obstacle for calculating the shear strength of LVL in this study, as it is a relatively noncompliant material, but likely would be an issue for more compliant materials. The mean in-plane and through-thickness plane shear strengths of 1.9E eastern species LVL were estimated to be in the range of 7.2–11.2 MPa and 5.9–7.3 MPa, respectively.
    publisherAmerican Society of Civil Engineers
    titleTorsional Shear Tests on Laminated Veneer Lumber Using a Universal-Type Test Machine
    typeJournal Paper
    journal volume25
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000752
    treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
    contenttypeFulltext
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