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    A Study on Torsional Behavior of Glued Laminated Bamboo Glubam

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006::page 04023140-1
    Author:
    Ruijia Wu
    ,
    Jiaxi Mao
    ,
    Jinyuan Li
    ,
    Yiyang Qian
    ,
    Han Feng
    ,
    Y. Xiao
    DOI: 10.1061/JMCEE7.MTENG-14930
    Publisher: American Society of Civil Engineers
    Abstract: Glubam is a type of engineered bamboo increasingly attracting research and application interest. This study focused on the torsional shear properties of glubam. Prismatic specimens with square sections were tested using a torsional loading device along with both conventional strain gauge–based instrumentation and a digital image correlation (DIC) system. Testing parameters included thick- and thin-strip glubams, the influence of carbonization of thick-strip glubam, as well as comparative spruce-pine-fir (SPF). Mechanical behavior and properties, including failure process, shear stress-strain relationships, modulus, and strength, were examined. The testing results indicated that carbonization of thick-strip glubam increased its strength slightly; however, specimens failed with more brittleness. The existence of bi-directional bamboo fibers in the thin-strip glubam apparently contributed to the larger deformability compared with the unidirectional thick-strip glubam.
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      A Study on Torsional Behavior of Glued Laminated Bamboo Glubam

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292998
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    contributor authorRuijia Wu
    contributor authorJiaxi Mao
    contributor authorJinyuan Li
    contributor authorYiyang Qian
    contributor authorHan Feng
    contributor authorY. Xiao
    date accessioned2023-08-16T19:15:06Z
    date available2023-08-16T19:15:06Z
    date issued2023/06/01
    identifier otherJMCEE7.MTENG-14930.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292998
    description abstractGlubam is a type of engineered bamboo increasingly attracting research and application interest. This study focused on the torsional shear properties of glubam. Prismatic specimens with square sections were tested using a torsional loading device along with both conventional strain gauge–based instrumentation and a digital image correlation (DIC) system. Testing parameters included thick- and thin-strip glubams, the influence of carbonization of thick-strip glubam, as well as comparative spruce-pine-fir (SPF). Mechanical behavior and properties, including failure process, shear stress-strain relationships, modulus, and strength, were examined. The testing results indicated that carbonization of thick-strip glubam increased its strength slightly; however, specimens failed with more brittleness. The existence of bi-directional bamboo fibers in the thin-strip glubam apparently contributed to the larger deformability compared with the unidirectional thick-strip glubam.
    publisherAmerican Society of Civil Engineers
    titleA Study on Torsional Behavior of Glued Laminated Bamboo Glubam
    typeJournal Article
    journal volume35
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-14930
    journal fristpage04023140-1
    journal lastpage04023140-14
    page14
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006
    contenttypeFulltext
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