Shear behavior of prestressed precast beams made of self-compacting fiber reinforced concrete.
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| Title: | Shear behavior of prestressed precast beams made of self-compacting fiber reinforced concrete. |
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| Authors: | Cuenca, E.1 cuenca.estefania@gmail.com, Serna, P.1 pserna@cst.upv.es |
| Source: | Construction & Building Materials. Aug2013, Vol. 45, p145-156. 12p. |
| Subjects: | Shear (Mechanics), Girders, Self-consolidating concrete, Fibrous composites, Fracture mechanics, Crack propagation |
| Abstract: | Highlights: [•] A SCFRC is designed and adapted for its daily use in a precast industry. [•] Nine precast prestressed beams were tested in shear. [•] Deflections, crack widths and shear strengths were analyzed. [•] Steel fibers control cracks propagation. Fibers and stirrups have a synergic effect. [•] Although Codes are safe, more analysis on the influencing parameters is needed. [Copyright &y& Elsevier] |
| Copyright of Construction & Building Materials is the property of Elsevier B.V. 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 | Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 89271469 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Shear behavior of prestressed precast beams made of self-compacting fiber reinforced concrete. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Cuenca%2C+E%2E%22">Cuenca, E.</searchLink><relatesTo>1</relatesTo><i> cuenca.estefania@gmail.com</i><br /><searchLink fieldCode="AR" term="%22Serna%2C+P%2E%22">Serna, P.</searchLink><relatesTo>1</relatesTo><i> pserna@cst.upv.es</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Construction+%26+Building+Materials%22">Construction & Building Materials</searchLink>. Aug2013, Vol. 45, p145-156. 12p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Shear+%28Mechanics%29%22">Shear (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Girders%22">Girders</searchLink><br /><searchLink fieldCode="DE" term="%22Self-consolidating+concrete%22">Self-consolidating concrete</searchLink><br /><searchLink fieldCode="DE" term="%22Fibrous+composites%22">Fibrous composites</searchLink><br /><searchLink fieldCode="DE" term="%22Fracture+mechanics%22">Fracture mechanics</searchLink><br /><searchLink fieldCode="DE" term="%22Crack+propagation%22">Crack propagation</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Highlights: [•] A SCFRC is designed and adapted for its daily use in a precast industry. [•] Nine precast prestressed beams were tested in shear. [•] Deflections, crack widths and shear strengths were analyzed. [•] Steel fibers control cracks propagation. Fibers and stirrups have a synergic effect. [•] Although Codes are safe, more analysis on the influencing parameters is needed. [Copyright &y& Elsevier] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Construction & Building Materials is the property of Elsevier B.V. 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.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=89271469 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1016/j.conbuildmat.2013.03.096 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 12 StartPage: 145 Subjects: – SubjectFull: Shear (Mechanics) Type: general – SubjectFull: Girders Type: general – SubjectFull: Self-consolidating concrete Type: general – SubjectFull: Fibrous composites Type: general – SubjectFull: Fracture mechanics Type: general – SubjectFull: Crack propagation Type: general Titles: – TitleFull: Shear behavior of prestressed precast beams made of self-compacting fiber reinforced concrete. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Cuenca, E. – PersonEntity: Name: NameFull: Serna, P. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 08 Text: Aug2013 Type: published Y: 2013 Identifiers: – Type: issn-print Value: 09500618 Numbering: – Type: volume Value: 45 Titles: – TitleFull: Construction & Building Materials Type: main |
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