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    Time-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 002::page 04025005-1
    Author:
    Javaid Anwar
    ,
    David W. Scott
    DOI: 10.1061/JCCOF2.CCENG-4818
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental investigation into the time-dependent behavior of an E-glass/polyester pultruded fiber-reinforced polymer (FRP) material subjected to single pin–bearing loads. The investigation involves experiments on single-bolt tension connections under a double-lap shear configuration at normal and elevated service temperatures. First, the effects of bolt-hole clearance and elevated temperature on short-term pin-bearing strength are evaluated. Next, time-dependent pin-bearing tests on material coupons are conducted at various load levels for time durations of up to 1,000 h. Based on the short-term and sustained load test results, a semiempirical predictive model is proposed for the time-dependent behavior of the pultruded FRP materials subjected to single pin–bearing loads. Finally, an equation is proposed to estimate the time-dependent pin-bearing strength of a connection that considers the effect of temperature and connection conditions.
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      Time-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304063
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    contributor authorJavaid Anwar
    contributor authorDavid W. Scott
    date accessioned2025-04-20T10:08:14Z
    date available2025-04-20T10:08:14Z
    date copyright1/10/2025 12:00:00 AM
    date issued2025
    identifier otherJCCOF2.CCENG-4818.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304063
    description abstractThis paper presents the results of an experimental investigation into the time-dependent behavior of an E-glass/polyester pultruded fiber-reinforced polymer (FRP) material subjected to single pin–bearing loads. The investigation involves experiments on single-bolt tension connections under a double-lap shear configuration at normal and elevated service temperatures. First, the effects of bolt-hole clearance and elevated temperature on short-term pin-bearing strength are evaluated. Next, time-dependent pin-bearing tests on material coupons are conducted at various load levels for time durations of up to 1,000 h. Based on the short-term and sustained load test results, a semiempirical predictive model is proposed for the time-dependent behavior of the pultruded FRP materials subjected to single pin–bearing loads. Finally, an equation is proposed to estimate the time-dependent pin-bearing strength of a connection that considers the effect of temperature and connection conditions.
    publisherAmerican Society of Civil Engineers
    titleTime-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures
    typeJournal Article
    journal volume29
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-4818
    journal fristpage04025005-1
    journal lastpage04025005-10
    page10
    treeJournal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 002
    contenttypeFulltext
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