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    Parametric Equations to Predict SCF of Axially Loaded Completely Overlapped Tubular Circular Hollow Section Joints

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author:
    F. Gao
    ,
    W. M. Gho
    DOI: 10.1061/(ASCE)0733-9445(2008)134:3(412)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a set of parametric equations for predicting the stress concentration factor (SCF) at the crown toe, saddle, and crown heel of completely overlapped tubular circular hollow section joints under lap brace axial compression. In the study, a joint specimen is tested within the elastic limit of steel material for the verification of finite-element (FE) models. The comparison of results showed that the 8-node thick shell and the 20-node solid FE models simulate reasonably well the test specimen with average difference in strain concentration factor (SNCF) of 7.9 and 8.8%, respectively. The mean SCF-to-SNCF ratio of the joint is 1.15. The parametric equations are developed based on 5,184 8-node thick shell FE models and have been assessed against the Fatigue Guidance Review Panel criteria, the current and previous test data and the FE database. The results of the statistical analysis, which based on the frequency of occurrence of predicted-to-measured SCF, showed that the performances of the proposed parametric equations are acceptable.
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      Parametric Equations to Predict SCF of Axially Loaded Completely Overlapped Tubular Circular Hollow Section Joints

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35197
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    • Journal of Structural Engineering

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    contributor authorF. Gao
    contributor authorW. M. Gho
    date accessioned2017-05-08T21:00:29Z
    date available2017-05-08T21:00:29Z
    date copyrightMarch 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A3%28412%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35197
    description abstractThis paper presents a set of parametric equations for predicting the stress concentration factor (SCF) at the crown toe, saddle, and crown heel of completely overlapped tubular circular hollow section joints under lap brace axial compression. In the study, a joint specimen is tested within the elastic limit of steel material for the verification of finite-element (FE) models. The comparison of results showed that the 8-node thick shell and the 20-node solid FE models simulate reasonably well the test specimen with average difference in strain concentration factor (SNCF) of 7.9 and 8.8%, respectively. The mean SCF-to-SNCF ratio of the joint is 1.15. The parametric equations are developed based on 5,184 8-node thick shell FE models and have been assessed against the Fatigue Guidance Review Panel criteria, the current and previous test data and the FE database. The results of the statistical analysis, which based on the frequency of occurrence of predicted-to-measured SCF, showed that the performances of the proposed parametric equations are acceptable.
    publisherAmerican Society of Civil Engineers
    titleParametric Equations to Predict SCF of Axially Loaded Completely Overlapped Tubular Circular Hollow Section Joints
    typeJournal Paper
    journal volume134
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:3(412)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    contenttypeFulltext
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