High-Temperature Behavior of SCC in Compression: Comparative Study on Recent Experimental Campaigns.
Saved in:
| Title: | High-Temperature Behavior of SCC in Compression: Comparative Study on Recent Experimental Campaigns. |
|---|---|
| Authors: | Bamonte, Patrick1 patrick.bamonte@polimi.it, Gambarova, Pietro G.2 |
| Source: | Journal of Materials in Civil Engineering. Mar2016, Vol. 28 Issue 3, p1-10. 10p. |
| Subjects: | Self-consolidating concrete, Heat resistant materials, Concrete testing, American Concrete Institute, Materials compression testing, Comparative studies |
| Abstract: | The 20 years since the introduction of self-compacting/self-consolidating concrete (SCC) have given plenty of opportunities for researchers, designers, and contractors to become familiar with SCC innovative properties and structural effects. The workability and durability of SCC have been investigated extensively, together with the tendency of SCC members to spall in fire, because of pore pressure, thermal self-stresses, and applied stresses. The interest for the constitutive behavior of SCC at high temperatures, however, is relatively recent, as most of the studies (not more than a dozen in total) have been published in the last 10 years. Though limited in number, these studies shed sufficient light on the behavior of SCC at high temperatures, in quasi-steady conditions, as demonstrated in this paper. This paper describes 11 experimental campaigns carried out in Belgium, China, Croatia, France, Germany, Greece, Italy, Sweden, and the United States, each with its own specimens, mix designs, test procedures, and methods for the treatment of test results. The experimental results considered in this paper concern both normal-strength and high-performance/high-strength concretes, generally devoid of fibers, unstressed during the heating process, and tested in uniaxial compression. The conclusion of this comparative study is that at high temperatures, SCC tends to behave similarly to ordinary vibrated concrete (VC), and that American Concrete Institute (ACI)-ASCE provisions for ordinary calcareous or siliceous concrete at high temperatures or past cooling are also applicable to SCC. [ABSTRACT FROM AUTHOR] |
| Copyright of Journal of Materials in Civil Engineering is the property of American Society of Civil Engineers 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 |
|---|---|
| Header | DbId: egs DbLabel: Engineering Source An: 113075491 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
| IllustrationInfo | |
| Items | – Name: Title Label: Title Group: Ti Data: High-Temperature Behavior of SCC in Compression: Comparative Study on Recent Experimental Campaigns. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Bamonte%2C+Patrick%22">Bamonte, Patrick</searchLink><relatesTo>1</relatesTo><i> patrick.bamonte@polimi.it</i><br /><searchLink fieldCode="AR" term="%22Gambarova%2C+Pietro+G%2E%22">Gambarova, Pietro G.</searchLink><relatesTo>2</relatesTo> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Journal+of+Materials+in+Civil+Engineering%22">Journal of Materials in Civil Engineering</searchLink>. Mar2016, Vol. 28 Issue 3, p1-10. 10p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Self-consolidating+concrete%22">Self-consolidating concrete</searchLink><br /><searchLink fieldCode="DE" term="%22Heat+resistant+materials%22">Heat resistant materials</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+testing%22">Concrete testing</searchLink><br /><searchLink fieldCode="DE" term="%22American+Concrete+Institute%22">American Concrete Institute</searchLink><br /><searchLink fieldCode="DE" term="%22Materials+compression+testing%22">Materials compression testing</searchLink><br /><searchLink fieldCode="DE" term="%22Comparative+studies%22">Comparative studies</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: The 20 years since the introduction of self-compacting/self-consolidating concrete (SCC) have given plenty of opportunities for researchers, designers, and contractors to become familiar with SCC innovative properties and structural effects. The workability and durability of SCC have been investigated extensively, together with the tendency of SCC members to spall in fire, because of pore pressure, thermal self-stresses, and applied stresses. The interest for the constitutive behavior of SCC at high temperatures, however, is relatively recent, as most of the studies (not more than a dozen in total) have been published in the last 10 years. Though limited in number, these studies shed sufficient light on the behavior of SCC at high temperatures, in quasi-steady conditions, as demonstrated in this paper. This paper describes 11 experimental campaigns carried out in Belgium, China, Croatia, France, Germany, Greece, Italy, Sweden, and the United States, each with its own specimens, mix designs, test procedures, and methods for the treatment of test results. The experimental results considered in this paper concern both normal-strength and high-performance/high-strength concretes, generally devoid of fibers, unstressed during the heating process, and tested in uniaxial compression. The conclusion of this comparative study is that at high temperatures, SCC tends to behave similarly to ordinary vibrated concrete (VC), and that American Concrete Institute (ACI)-ASCE provisions for ordinary calcareous or siliceous concrete at high temperatures or past cooling are also applicable to SCC. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Journal of Materials in Civil Engineering is the property of American Society of Civil Engineers 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=113075491 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1061/(ASCE)MT.1943-5533.0001378 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 10 StartPage: 1 Subjects: – SubjectFull: Self-consolidating concrete Type: general – SubjectFull: Heat resistant materials Type: general – SubjectFull: Concrete testing Type: general – SubjectFull: American Concrete Institute Type: general – SubjectFull: Materials compression testing Type: general – SubjectFull: Comparative studies Type: general Titles: – TitleFull: High-Temperature Behavior of SCC in Compression: Comparative Study on Recent Experimental Campaigns. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Bamonte, Patrick – PersonEntity: Name: NameFull: Gambarova, Pietro G. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 03 Text: Mar2016 Type: published Y: 2016 Identifiers: – Type: issn-print Value: 08991561 Numbering: – Type: volume Value: 28 – Type: issue Value: 3 Titles: – TitleFull: Journal of Materials in Civil Engineering Type: main |
| ResultId | 1 |
