Seismic performance of welded-bolted joint between double channel beam and CFST column

Liu, Xuechun; Tao, Yong-li; Chen, Xuesen; Cui, Fu-yuan

doi:10.1016/j.engstruct.2021.113202

Cited by 9 publications

(1 citation statement)

References 27 publications

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“…In this fastener model, referred to as Model C, the threads are also not considered due to the bolt and nut being fused, as mentioned above. This is the most common fastener model used in the studies included in this review and is applied to simulate the behavior of the following bolted joints: • beam-to-column joints, [36], [37], [38], [39], [40], [41], [42], [43], [44], [45], [46], [47], [48], [49], [50], [51], [52], [53], [54], [55], [56], [57], [58], [59], [60], [61], [62], [63], [64], [65], [66],…”

Section: Fe-based Fastener Modelsmentioning

confidence: 99%

Modern Methods for Modelling Bolted Joints at the Assembly Stage – A Systematic Review

Grzejda

2023

Engineering World

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The main aim of the paper is to catalog ways of modeling bolted joints and introducing bolt preload using the finite element method. The paper presents models of bolted joints published in the current decade (i.e. after 1 January 2021 and up to 10 May 2023) in journals of the world's largest scientific publishers, such as: Elsevier, Springer, and MDPI, among others. Reporting of the systematic review was carried out based on PRISMA guidelines. The databases were searched with the EBSCO multi-search engine for the following keywords: bolted joint model, bolted connection model, preload, and finite element method. Additionally, the search results were narrowed down to peer-reviewed papers from the discipline of engineering and written in English. This yielded 2,712 records for further analysis. After removing duplicates from this group, screening was carried out, based on which 1,476 records were excluded from the study. For the remaining group of reports, an eligibility assessment was performed, after which a further 210 reports were excluded from the study. Finally, 86 papers were included in the review. As a result of their examination, six groups of simplified fastener models currently used in the modeling of bolted joints at the assembly stage were described.

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Section: Fe-based Fastener Modelsmentioning

confidence: 99%

Modern Methods for Modelling Bolted Joints at the Assembly Stage – A Systematic Review

Grzejda

2023

Engineering World

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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 and numerical study regarding H-steel all-bolted connection steel frame with composite wall boards

Fan,

Guo,

et al. 2024

Earthq. Eng. Eng. Vib.

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Seismic performance of welded-bolted joint between double channel beam and CFST column

Cited by 9 publications

References 27 publications

Modern Methods for Modelling Bolted Joints at the Assembly Stage – A Systematic Review

Modern Methods for Modelling Bolted Joints at the Assembly Stage – A Systematic Review

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

Experimental and numerical study regarding H-steel all-bolted connection steel frame with composite wall boards

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