Experimental and numerical study on tensile performance of high-strength steel plate-bolt assemblies

Liu, Duan; Xia, Rui-Lin; Wu, Nan

doi:10.1016/j.istruc.2023.04.101

Structures

2023

DOI: 10.1016/j.istruc.2023.04.101

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Experimental and numerical study on tensile performance of high-strength steel plate-bolt assemblies

Duan Liu

Rui-Lin Xia

Nan Wu

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2024

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Cited by 3 publications

References 23 publications

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Experimental study on a novel reduced beam section self consolidating concrete‐filled double steel tube

Naghipour,

Akbarzadeh,

Hasani

2024

Structural Concrete

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This study proposes a novel reduced beam section concrete‐filled double steel tube (RBS CFDST) beam‐to‐column joint and investigates the effect of RBS length and the beam moment of inertia on the plastic hinge formation in such joints. Therefore, a set of nine RBS CFDST connections were fabricated and cast with self‐consolidating concrete in the laboratory. Then, parameters including failure pattern, buckling mode, plastic hinge location, joint maximum load‐bearing capacity, and column rotation were inspected. The findings reveal that when the RBS length is equal to that of the beam dimension, the entire plastic hinge length is formed within the RBS zone. As such, the plastic hinge occurs away from the column face and brittle failure is avoided, while the joint column rotation is significantly reduced. It was also concluded that the maximum load‐bearing capacity is the highest when the RBS length is at its lowest.

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Experimental study on a novel reduced beam section self consolidating concrete‐filled double steel tube

Naghipour,

Akbarzadeh,

Hasani

2024

Structural Concrete

View full text Add to dashboard Cite

show abstract

Investigation on bearing capacity and fracture behaviour of the bolt in a flange connection considering multiple load cases

Liang,

Wang,

Yin

et al. 2024

Structures

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Exploration of the behavior and evolution features of beam-column joints with T-stub using the structural strain energy method

Luo,

Lu,

Wang

et al. 2024

Structures

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Experimental and numerical study on tensile performance of high-strength steel plate-bolt assemblies

Cited by 3 publications

References 23 publications

Experimental study on a novel reduced beam section self consolidating concrete‐filled double steel tube

Experimental study on a novel reduced beam section self consolidating concrete‐filled double steel tube

Investigation on bearing capacity and fracture behaviour of the bolt in a flange connection considering multiple load cases

Exploration of the behavior and evolution features of beam-column joints with T-stub using the structural strain energy method

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