Technical Papers
Jul 19, 2022

Revisiting the Net-Section Tensile Rupture Strength Limit State of Single-Bolt Connections in Pultruded Structures

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Publication: Journal of Composites for Construction
Volume 26, Issue 5

Abstract

An in-depth assessment is conducted to examine the analytical and experimental results that formed the basis of the net-section tensile rupture strength of single-bolt connections, stipulated in the ASCE Pre-Standard for Load and Resistance Factor Design (LRFD) for Pultruded Fiber-Reinforced Polymer (FRP) Structures. As a result of our findings, we propose that current ASCE net-tension tensile strength design criteria be consolidated and revised to a simple form attractive for routine uses by practicing engineers. The proposed simplified nominal resistance equation and the results from single-bolt double-lap connection experiments were used to determine the resistance factor ϕ with a target reliability index of 4.5.

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References

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 26Issue 5October 2022

History

Received: Nov 23, 2021
Accepted: May 14, 2022
Published online: Jul 19, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 19, 2022

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Professor of Structural Engineering, Mechanics, and Material, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332 (corresponding author). ORCID: https://orcid.org/0000-0002-1669-6140. Email: [email protected]
Blaine Weinmann, M.ASCE
Bridge Engineer, T. Y. Lin International Group, Atlanta, GA 30318.

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Cited by

  • Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures, Journal of Composites for Construction, 10.1061/JCCOF2.CCENG-4537, 28, 4, (2024).
  • Implementation of Machine Learning in Predicting Pin-Bearing Strength of Aged and Nonaged Pultruded GFRP Composites, Journal of Composites for Construction, 10.1061/JCCOF2.CCENG-4483, 28, 3, (2024).

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