Academic Journal
Structural Performance of Bolted Lateral Connections in Steel Beams under Bending Using the Component-Based Finite Element Method.
| Τίτλος: | Structural Performance of Bolted Lateral Connections in Steel Beams under Bending Using the Component-Based Finite Element Method. |
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| Συγγραφείς: | Morido-García, Guillermo, De Santos-Berbel, César |
| Πηγή: | Applied Sciences (2076-3417); May2024, Vol. 14 Issue 9, p3900, 13p |
| Θεματικοί όροι: | Bolted joints, Finite element method, Stress concentration, Steel, Material plasticity |
| Περίληψη: | Featured Application: The findings of this research can significantly contribute to the design and construction of efficient and safe steel joints for building structures. Structures must provide strength, stability, and stiffness to buildings and at the same time be efficient. This study addressed the effect of design elements and parameters on the strength of bolted lateral connections in steel beams under bending using the component-based finite element method. The variables evaluated were plate thickness, horizontal and vertical spacing between bolts, and geometric arrangement of bolts. Finite element software was used to evaluate the stress state of the junction plate, its plastic deformation, and bolt shear. A sensitivity analysis was performed to determine which bolt arrangements result in safer and more efficient designs using the same components. Stress distribution within the junction plate and plastic deformation values were used to evaluate the structural performance of the joints according to EuroCode 3. The results showed that placing bolts near the edge of a plate affected the bolts' utilization, especially with thinner plates. Additionally, introducing an offset between central and outer bolt rows is not recommended as it worsened the stress distribution and the structural performance. [ABSTRACT FROM AUTHOR] |
| Copyright of Applied Sciences (2076-3417) is the property of MDPI and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Βάση Δεδομένων: | Complementary Index |
| FullText | Text: Availability: 0 CustomLinks: – Url: https://resolver.ebsco.com/c/fiv2js/result?sid=EBSCO:edb&genre=article&issn=20763417&ISBN=&volume=14&issue=9&date=20240501&spage=3900&pages=3900-3912&title=Applied Sciences (2076-3417)&atitle=Structural%20Performance%20of%20Bolted%20Lateral%20Connections%20in%20Steel%20Beams%20under%20Bending%20Using%20the%20Component-Based%20Finite%20Element%20Method.&aulast=Morido-Garc%C3%ADa%2C%20Guillermo&id=DOI:10.3390/app14093900 Name: Full Text Finder (for New FTF UI) (ns324271) Category: fullText Text: Full Text Finder MouseOverText: Full Text Finder |
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| Header | DbId: edb DbLabel: Complementary Index An: 177181703 RelevancyScore: 958 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 957.830749511719 |
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| Items | – Name: Title Label: Title Group: Ti Data: Structural Performance of Bolted Lateral Connections in Steel Beams under Bending Using the Component-Based Finite Element Method. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Morido-García%2C+Guillermo%22">Morido-García, Guillermo</searchLink><br /><searchLink fieldCode="AR" term="%22De+Santos-Berbel%2C+César%22">De Santos-Berbel, César</searchLink> – Name: TitleSource Label: Source Group: Src Data: Applied Sciences (2076-3417); May2024, Vol. 14 Issue 9, p3900, 13p – Name: Subject Label: Subject Terms Group: Su Data: <searchLink fieldCode="DE" term="%22Bolted+joints%22">Bolted joints</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink><br /><searchLink fieldCode="DE" term="%22Stress+concentration%22">Stress concentration</searchLink><br /><searchLink fieldCode="DE" term="%22Steel%22">Steel</searchLink><br /><searchLink fieldCode="DE" term="%22Material+plasticity%22">Material plasticity</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Featured Application: The findings of this research can significantly contribute to the design and construction of efficient and safe steel joints for building structures. Structures must provide strength, stability, and stiffness to buildings and at the same time be efficient. This study addressed the effect of design elements and parameters on the strength of bolted lateral connections in steel beams under bending using the component-based finite element method. The variables evaluated were plate thickness, horizontal and vertical spacing between bolts, and geometric arrangement of bolts. Finite element software was used to evaluate the stress state of the junction plate, its plastic deformation, and bolt shear. A sensitivity analysis was performed to determine which bolt arrangements result in safer and more efficient designs using the same components. Stress distribution within the junction plate and plastic deformation values were used to evaluate the structural performance of the joints according to EuroCode 3. The results showed that placing bolts near the edge of a plate affected the bolts' utilization, especially with thinner plates. Additionally, introducing an offset between central and outer bolt rows is not recommended as it worsened the stress distribution and the structural performance. [ABSTRACT FROM AUTHOR] – Name: Abstract Label: Group: Ab Data: <i>Copyright of Applied Sciences (2076-3417) is the property of MDPI and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.3390/app14093900 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 13 StartPage: 3900 Subjects: – SubjectFull: Bolted joints Type: general – SubjectFull: Finite element method Type: general – SubjectFull: Stress concentration Type: general – SubjectFull: Steel Type: general – SubjectFull: Material plasticity Type: general Titles: – TitleFull: Structural Performance of Bolted Lateral Connections in Steel Beams under Bending Using the Component-Based Finite Element Method. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Morido-García, Guillermo – PersonEntity: Name: NameFull: De Santos-Berbel, César IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 05 Text: May2024 Type: published Y: 2024 Identifiers: – Type: issn-print Value: 20763417 Numbering: – Type: volume Value: 14 – Type: issue Value: 9 Titles: – TitleFull: Applied Sciences (2076-3417) Type: main |
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