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Revisiting the Net-Section Tensile Rupture Strength Limit State of Single-Bolt Connections in Pultruded Structures
https://orcid.org/0000-0002-1669-6140
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.
Revisiting the Net-Section Tensile Rupture Strength Limit State of Single-Bolt Connections in Pultruded Structures
https://orcid.org/0000-0002-1669-6140
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.
Revisiting the Net-Section Tensile Rupture Strength Limit State of Single-Bolt Connections in Pultruded Structures
https://orcid.org/0000-0002-1669-6140
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.
Revisiting the Net-Section Tensile Rupture Strength Limit State of Single-Bolt Connections in Pultruded Structures
J. Compos. Constr.
Zureick, Abdul-Hamid (Autor:in) / Weinmann, Blaine (Autor:in)
01.10.2022
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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