A study of the grouped arrangements of stud connectors on shear strength behavior

Jun Okada, Teruhiko Yoda, Jean Paul Lebet

    Research output: Contribution to journalArticle

    40 Citations (Scopus)

    Abstract

    Firstly, failure mode and shear strength of stud connectors were investigated based on push-out test results. Secondly, the practicability of a proposed analytical method was verified on the basis of a comparison with test results and the failure mechanism of the grouped arrangement was investigated. Lastly, parametric analyses on concrete strength and on the longitudinal spacing of stud connectors were conducted and shear strength reduction equations of the grouped arrangement of stud connectors were proposed.

    Original languageEnglish
    JournalStructural Engineering/Earthquake Engineering
    Volume23
    Issue number1
    DOIs
    Publication statusPublished - 2006

    Fingerprint

    Shear strength
    shear strength
    failure mechanism
    analytical method
    spacing
    Failure modes
    Concretes
    test
    Arrangement
    Connector
    comparison
    Spacing
    Equations

    Keywords

    • Grouped arrangement
    • Push-out test
    • Shear strength
    • Stud connector

    ASJC Scopus subject areas

    • Architecture

    Cite this

    A study of the grouped arrangements of stud connectors on shear strength behavior. / Okada, Jun; Yoda, Teruhiko; Lebet, Jean Paul.

    In: Structural Engineering/Earthquake Engineering, Vol. 23, No. 1, 2006.

    Research output: Contribution to journalArticle

    @article{264be6b06fbd492082892dc242d5d970,
    title = "A study of the grouped arrangements of stud connectors on shear strength behavior",
    abstract = "Firstly, failure mode and shear strength of stud connectors were investigated based on push-out test results. Secondly, the practicability of a proposed analytical method was verified on the basis of a comparison with test results and the failure mechanism of the grouped arrangement was investigated. Lastly, parametric analyses on concrete strength and on the longitudinal spacing of stud connectors were conducted and shear strength reduction equations of the grouped arrangement of stud connectors were proposed.",
    keywords = "Grouped arrangement, Push-out test, Shear strength, Stud connector",
    author = "Jun Okada and Teruhiko Yoda and Lebet, {Jean Paul}",
    year = "2006",
    doi = "10.2208/jsceseee.23.75s",
    language = "English",
    volume = "23",
    journal = "Structural Engineering/Earthquake Engineering",
    issn = "0289-8063",
    publisher = "Japan Society of Civil Engineers",
    number = "1",

    }

    TY - JOUR

    T1 - A study of the grouped arrangements of stud connectors on shear strength behavior

    AU - Okada, Jun

    AU - Yoda, Teruhiko

    AU - Lebet, Jean Paul

    PY - 2006

    Y1 - 2006

    N2 - Firstly, failure mode and shear strength of stud connectors were investigated based on push-out test results. Secondly, the practicability of a proposed analytical method was verified on the basis of a comparison with test results and the failure mechanism of the grouped arrangement was investigated. Lastly, parametric analyses on concrete strength and on the longitudinal spacing of stud connectors were conducted and shear strength reduction equations of the grouped arrangement of stud connectors were proposed.

    AB - Firstly, failure mode and shear strength of stud connectors were investigated based on push-out test results. Secondly, the practicability of a proposed analytical method was verified on the basis of a comparison with test results and the failure mechanism of the grouped arrangement was investigated. Lastly, parametric analyses on concrete strength and on the longitudinal spacing of stud connectors were conducted and shear strength reduction equations of the grouped arrangement of stud connectors were proposed.

    KW - Grouped arrangement

    KW - Push-out test

    KW - Shear strength

    KW - Stud connector

    UR - http://www.scopus.com/inward/record.url?scp=33744815931&partnerID=8YFLogxK

    UR - http://www.scopus.com/inward/citedby.url?scp=33744815931&partnerID=8YFLogxK

    U2 - 10.2208/jsceseee.23.75s

    DO - 10.2208/jsceseee.23.75s

    M3 - Article

    AN - SCOPUS:33744815931

    VL - 23

    JO - Structural Engineering/Earthquake Engineering

    JF - Structural Engineering/Earthquake Engineering

    SN - 0289-8063

    IS - 1

    ER -