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dc.contributor.authorJavaid Anwar
dc.contributor.authorDavid W. Scott
dc.date.accessioned2026-02-16T21:30:07Z
dc.date.available2026-02-16T21:30:07Z
dc.date.copyright2025/04/01
dc.date.issued2025
dc.identifier.otherJCCOF2.CCENG-4818.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309296
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleTime-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures
dc.typeJournal Article
dc.journal.volume29
dc.journal.issue2
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/JCCOF2.CCENG-4818
dc.journal.fristpage04025005-1
dc.journal.lastpage04025005-10
dc.page10
dc.treeJournal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 002
dc.contenttypeFulltext


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