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    Shear Resistance of Perfobond Rib Shear Connectors under Cyclic Loading

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 002::page 04023218-1
    Author:
    Canhui Zhao
    ,
    Yuechen Wang
    ,
    Shengchun Zhu
    ,
    Kailai Deng
    ,
    Zhixiang Li
    ,
    Xing Yuan
    DOI: 10.1061/JSENDH.STENG-12257
    Publisher: ASCE
    Abstract: Perfobond rib shear connectors (known as PBL shear connectors) are structures widely used to transfer loads between concrete and steel structural elements. The performance of PBL shear connectors under monotonic loads has been extensively reported; however, their shear resistance under cyclic loads is not well investigated. A total of 13 PBL shear connector specimens were designed to explore their performance under cyclic displacement. The crack patterns and hysteretic load-slip responses of the specimens were observed. The cyclic displacement changed the crack development and accelerated the deterioration of the cohesive strength and shear-friction force. Cyclic loading weakened the transverse expansion of the damaged concrete dowel and reduced the contribution from the transverse reinforcement. On the basis of the test results, a theoretical method for estimating the peak shear resistance of a PBL shear connector under cyclic loading is proposed. The proposed model exhibits good accuracy in comparison with the test results.
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      Shear Resistance of Perfobond Rib Shear Connectors under Cyclic Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296745
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    contributor authorCanhui Zhao
    contributor authorYuechen Wang
    contributor authorShengchun Zhu
    contributor authorKailai Deng
    contributor authorZhixiang Li
    contributor authorXing Yuan
    date accessioned2024-04-27T22:28:45Z
    date available2024-04-27T22:28:45Z
    date issued2024/02/01
    identifier other10.1061-JSENDH.STENG-12257.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296745
    description abstractPerfobond rib shear connectors (known as PBL shear connectors) are structures widely used to transfer loads between concrete and steel structural elements. The performance of PBL shear connectors under monotonic loads has been extensively reported; however, their shear resistance under cyclic loads is not well investigated. A total of 13 PBL shear connector specimens were designed to explore their performance under cyclic displacement. The crack patterns and hysteretic load-slip responses of the specimens were observed. The cyclic displacement changed the crack development and accelerated the deterioration of the cohesive strength and shear-friction force. Cyclic loading weakened the transverse expansion of the damaged concrete dowel and reduced the contribution from the transverse reinforcement. On the basis of the test results, a theoretical method for estimating the peak shear resistance of a PBL shear connector under cyclic loading is proposed. The proposed model exhibits good accuracy in comparison with the test results.
    publisherASCE
    titleShear Resistance of Perfobond Rib Shear Connectors under Cyclic Loading
    typeJournal Article
    journal volume150
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-12257
    journal fristpage04023218-1
    journal lastpage04023218-12
    page12
    treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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