Guidelines for Fire Design of Ultra-High-Performance Concrete Beams.
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| Title: | Guidelines for Fire Design of Ultra-High-Performance Concrete Beams. |
|---|---|
| Authors: | Banerji, Srishti1, Kodur, Venkatesh2, Gil, Augusto3 |
| Source: | ACI Structural Journal. Mar2026, Vol. 123 Issue 2, p297-310. 14p. |
| Subjects: | Fire protection engineering, Concrete beams, High strength concrete, Sensitivity analysis, Design techniques, Fire resistant materials, Fire prevention |
| Abstract: | Ultra-high-performance concrete (UHPC) is increasingly gaining attention for structural applications, with structural fire safety being a key design factor. It is evident from recent research that UHPC structural members are prone to fire-induced spalling and have lower fire resistance than traditional concrete members. Currently, there are no specific guidelines for the fire design of UHPC members, and extending existing fire design provisions developed for conventional concrete members may not be appropriate considering the unique challenges posed by UHPC. This paper outlines the critical factors contributing to the lower fire performance of UHPC structural members, discussing these factors in detail, using data from both numerical and experimental studies. Based on the results from parametric studies, as well as observations from published data, a set of design guidelines for mitigating spalling and enhancing fire resistance of UHPC beams is proposed. [ABSTRACT FROM AUTHOR] |
| Copyright of ACI Structural Journal is the property of American Concrete Institute 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.) | |
| Database: | Engineering Source |
| FullText | Links: – Type: pdflink Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 192168821 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Guidelines for Fire Design of Ultra-High-Performance Concrete Beams. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Banerji%2C+Srishti%22">Banerji, Srishti</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Kodur%2C+Venkatesh%22">Kodur, Venkatesh</searchLink><relatesTo>2</relatesTo><br /><searchLink fieldCode="AR" term="%22Gil%2C+Augusto%22">Gil, Augusto</searchLink><relatesTo>3</relatesTo> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22ACI+Structural+Journal%22">ACI Structural Journal</searchLink>. Mar2026, Vol. 123 Issue 2, p297-310. 14p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Fire+protection+engineering%22">Fire protection engineering</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+beams%22">Concrete beams</searchLink><br /><searchLink fieldCode="DE" term="%22High+strength+concrete%22">High strength concrete</searchLink><br /><searchLink fieldCode="DE" term="%22Sensitivity+analysis%22">Sensitivity analysis</searchLink><br /><searchLink fieldCode="DE" term="%22Design+techniques%22">Design techniques</searchLink><br /><searchLink fieldCode="DE" term="%22Fire+resistant+materials%22">Fire resistant materials</searchLink><br /><searchLink fieldCode="DE" term="%22Fire+prevention%22">Fire prevention</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Ultra-high-performance concrete (UHPC) is increasingly gaining attention for structural applications, with structural fire safety being a key design factor. It is evident from recent research that UHPC structural members are prone to fire-induced spalling and have lower fire resistance than traditional concrete members. Currently, there are no specific guidelines for the fire design of UHPC members, and extending existing fire design provisions developed for conventional concrete members may not be appropriate considering the unique challenges posed by UHPC. This paper outlines the critical factors contributing to the lower fire performance of UHPC structural members, discussing these factors in detail, using data from both numerical and experimental studies. Based on the results from parametric studies, as well as observations from published data, a set of design guidelines for mitigating spalling and enhancing fire resistance of UHPC beams is proposed. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of ACI Structural Journal is the property of American Concrete Institute 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: 10.14359/51749176 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 14 StartPage: 297 Subjects: – SubjectFull: Fire protection engineering Type: general – SubjectFull: Concrete beams Type: general – SubjectFull: High strength concrete Type: general – SubjectFull: Sensitivity analysis Type: general – SubjectFull: Design techniques Type: general – SubjectFull: Fire resistant materials Type: general – SubjectFull: Fire prevention Type: general Titles: – TitleFull: Guidelines for Fire Design of Ultra-High-Performance Concrete Beams. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Banerji, Srishti – PersonEntity: Name: NameFull: Kodur, Venkatesh – PersonEntity: Name: NameFull: Gil, Augusto IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 03 Text: Mar2026 Type: published Y: 2026 Identifiers: – Type: issn-print Value: 08893241 Numbering: – Type: volume Value: 123 – Type: issue Value: 2 Titles: – TitleFull: ACI Structural Journal Type: main |
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