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

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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Publication Details

Journal
Journal of Composites for Construction
Published
2025-01-09
DOI
https://doi.org/10.1061/jccof2.cceng-4818
Primary Topic
Mechanical Behavior of Composites
Type
article
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article

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

Javaid Anwar, David W. Scott
Journal of Composites for Construction
Mechanical Behavior of Composites
article

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

Javaid Anwar, David W. Scott
article en

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.

Journal of Composites for ConstructionVol. 29(2)
University of Leeds (GB)
Openalex Percentile: Top 99%
Mechanical Behavior of Composites
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Time-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures — Javaid Anwar, David W. Scott · Journal of Composites for Construction (2025) | TGRS Research Map | TGRS