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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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