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    Performance Evaluation of Midply and Standard Corner Joints of Wood Portal Frames

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author:
    Abdullah Al Mamun
    ,
    G. Doudak
    ,
    Chun Ni
    ,
    Mohammad Mohammad
    DOI: 10.1061/(ASCE)ST.1943-541X.0000971
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results to determine the moment-resisting capacity of wood portal frame corner joints are presented in this paper. Two types of corner joints (standard and MIDPLY) were tested with different configurations. An L-shaped corner joint including a narrow braced wall segment and header was used as a test specimen. A total of 37 corner joints were tested. Test results showed that the installation of metal strap or the adding of exterior oriented strand board (OSB) sheathing, while using high-density wood product (LVL, LSL) as header increased the moment-resisting capacity of corner joints. Furthermore, the MIDPLY corner joint had higher moment capacity than the standard corner joint. The moment-carrying capacity of corner joints could be further increased by applying fiber-reinforced polymer (FRP) on top of exterior OSB sheathing. A detailed finite element (FE) model of a corner joint is presented. The FE model predictions correlated well with the experimental results.
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      Performance Evaluation of Midply and Standard Corner Joints of Wood Portal Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71344
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    contributor authorAbdullah Al Mamun
    contributor authorG. Doudak
    contributor authorChun Ni
    contributor authorMohammad Mohammad
    date accessioned2017-05-08T22:06:03Z
    date available2017-05-08T22:06:03Z
    date copyrightJuly 2014
    date issued2014
    identifier other26290011.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71344
    description abstractExperimental results to determine the moment-resisting capacity of wood portal frame corner joints are presented in this paper. Two types of corner joints (standard and MIDPLY) were tested with different configurations. An L-shaped corner joint including a narrow braced wall segment and header was used as a test specimen. A total of 37 corner joints were tested. Test results showed that the installation of metal strap or the adding of exterior oriented strand board (OSB) sheathing, while using high-density wood product (LVL, LSL) as header increased the moment-resisting capacity of corner joints. Furthermore, the MIDPLY corner joint had higher moment capacity than the standard corner joint. The moment-carrying capacity of corner joints could be further increased by applying fiber-reinforced polymer (FRP) on top of exterior OSB sheathing. A detailed finite element (FE) model of a corner joint is presented. The FE model predictions correlated well with the experimental results.
    publisherAmerican Society of Civil Engineers
    titlePerformance Evaluation of Midply and Standard Corner Joints of Wood Portal Frames
    typeJournal Paper
    journal volume140
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000971
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 007
    contenttypeFulltext
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