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    Pull-Out Performance of Timber Joints with Glued-In Densified Wood Dowels

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008::page 04023244-1
    Author:
    Bo-Han Xu
    ,
    Kong-Bin Yu
    ,
    Shi-Yuan Jiao
    ,
    Yan-Hua Zhao
    ,
    Binsheng Zhang
    DOI: 10.1061/JMCEE7.MTENG-15610
    Publisher: ASCE
    Abstract: Densified wood (DW) dowel is worth considering as an alternative to steel rod for timber joints with glued-in rods, because it is more naturally harmonized with timber members, and has better resistance against corrosion and lower thermal conductivity. This paper compares the pull-out performance of timber joints with glued-in DW dowels to that of threaded steel rods, loaded parallel to the grain in two ambient environments with a temperature of 20°C and relative humidity (RH) of 65%, and with a temperature of 20°C and relative humidity of 85%. After being conditioned at a temperature of 20°C and relative humidity of 65%, the pull-out capacity of the glued-in DW dowels having an anchorage length of 10 times the dowel diameter was close to 75% of that of the glued-in threaded steel rods. The impact of service environment was found to be greater for the timber joints with glued-in threaded steel rods than the timber joints with glued-in DW dowels.
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      Pull-Out Performance of Timber Joints with Glued-In Densified Wood Dowels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293861
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    contributor authorBo-Han Xu
    contributor authorKong-Bin Yu
    contributor authorShi-Yuan Jiao
    contributor authorYan-Hua Zhao
    contributor authorBinsheng Zhang
    date accessioned2023-11-27T23:48:36Z
    date available2023-11-27T23:48:36Z
    date issued5/29/2023 12:00:00 AM
    date issued2023-05-29
    identifier otherJMCEE7.MTENG-15610.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293861
    description abstractDensified wood (DW) dowel is worth considering as an alternative to steel rod for timber joints with glued-in rods, because it is more naturally harmonized with timber members, and has better resistance against corrosion and lower thermal conductivity. This paper compares the pull-out performance of timber joints with glued-in DW dowels to that of threaded steel rods, loaded parallel to the grain in two ambient environments with a temperature of 20°C and relative humidity (RH) of 65%, and with a temperature of 20°C and relative humidity of 85%. After being conditioned at a temperature of 20°C and relative humidity of 65%, the pull-out capacity of the glued-in DW dowels having an anchorage length of 10 times the dowel diameter was close to 75% of that of the glued-in threaded steel rods. The impact of service environment was found to be greater for the timber joints with glued-in threaded steel rods than the timber joints with glued-in DW dowels.
    publisherASCE
    titlePull-Out Performance of Timber Joints with Glued-In Densified Wood Dowels
    typeJournal Article
    journal volume35
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15610
    journal fristpage04023244-1
    journal lastpage04023244-8
    page8
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008
    contenttypeFulltext
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