Revisiting the Net-Section Tensile Rupture Strength Limit State of Single-Bolt Connections in Pultruded Structures
This article has been corrected.
VIEW CORRECTIONPublication: 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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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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