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    Mechanical Performance of Glue-Pressed Engineered Honeycomb Bamboo under Axial Compression

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 004::page 04021034-1
    Author:
    Bin Zhang
    ,
    Jianbo Zhou
    ,
    Wansi Fu
    ,
    Mei Luo
    ,
    Wei Yan
    ,
    Feihu Chang
    ,
    Yanhe Liu
    ,
    Pengfei Jiang
    DOI: 10.1061/(ASCE)ST.1943-541X.0002976
    Publisher: ASCE
    Abstract: In this study, glue-pressed engineered honeycomb bamboo (GPEHB) was prepared, and the dependence of the compressive properties of the produced GPEHB on the load–slenderness ratio, longitudinal strain–slenderness ratio, and ultimate strain–slenderness ratio was examined. The detailed failure modes were also investigated. The main failure modes of the short GPEHB specimens were squashing, crushing, and splitting, and the bearing capacity was mainly dependent on the compressive strength of the bamboo units. Buckling failure modes involving significant lateral deflection were observed for the long GPEHB specimens. With increasing slenderness ratio, the bearing capacities of the GPEHB specimens decreased significantly. The ultimate load of the GPEHB specimens decreased significantly as the slenderness ratio increased from 4 to 6 (GPEHB length increased from 736 to 1,104 mm). The ultimate deformation behaviors of the specimens were fit well by a quadratic function of the slenderness ratio. The GPEHB was also analyzed and modeled via finite element analysis (FEA). The experimental results, theoretical calculations, and FEA analysis results were compared.
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      Mechanical Performance of Glue-Pressed Engineered Honeycomb Bamboo under Axial Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270348
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    contributor authorBin Zhang
    contributor authorJianbo Zhou
    contributor authorWansi Fu
    contributor authorMei Luo
    contributor authorWei Yan
    contributor authorFeihu Chang
    contributor authorYanhe Liu
    contributor authorPengfei Jiang
    date accessioned2022-01-31T23:46:59Z
    date available2022-01-31T23:46:59Z
    date issued4/1/2021
    identifier other%28ASCE%29ST.1943-541X.0002976.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270348
    description abstractIn this study, glue-pressed engineered honeycomb bamboo (GPEHB) was prepared, and the dependence of the compressive properties of the produced GPEHB on the load–slenderness ratio, longitudinal strain–slenderness ratio, and ultimate strain–slenderness ratio was examined. The detailed failure modes were also investigated. The main failure modes of the short GPEHB specimens were squashing, crushing, and splitting, and the bearing capacity was mainly dependent on the compressive strength of the bamboo units. Buckling failure modes involving significant lateral deflection were observed for the long GPEHB specimens. With increasing slenderness ratio, the bearing capacities of the GPEHB specimens decreased significantly. The ultimate load of the GPEHB specimens decreased significantly as the slenderness ratio increased from 4 to 6 (GPEHB length increased from 736 to 1,104 mm). The ultimate deformation behaviors of the specimens were fit well by a quadratic function of the slenderness ratio. The GPEHB was also analyzed and modeled via finite element analysis (FEA). The experimental results, theoretical calculations, and FEA analysis results were compared.
    publisherASCE
    titleMechanical Performance of Glue-Pressed Engineered Honeycomb Bamboo under Axial Compression
    typeJournal Paper
    journal volume147
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002976
    journal fristpage04021034-1
    journal lastpage04021034-9
    page9
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 004
    contenttypeFulltext
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