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Punching Shear Behavior of Two-Way Slabs Reinforced with High-Strength Steel
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Yang, Jun-Mo | - |
| dc.contributor.author | Yoon, Young-Soo | - |
| dc.contributor.author | Cook, William D. | - |
| dc.contributor.author | Mitchell, Denis | - |
| dc.date.accessioned | 2021-09-08T01:39:33Z | - |
| dc.date.available | 2021-09-08T01:39:33Z | - |
| dc.date.created | 2021-06-11 | - |
| dc.date.issued | 2010-07 | - |
| dc.identifier.issn | 0889-3241 | - |
| dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/116100 | - |
| dc.description.abstract | The punching shear behavior of slabs reinforced with high-strength steel reinforcement was studied and compared with that of slabs reinforced with conventional steel reinforcement. The high-strength steel selected for this research conforms to ASTM A1035-07. The influences of the flexural reinforcement ratio, concentrating the reinforcement in the immediate column region, and using steel fiber-reinforced concrete (SFRC) in the slab on the punching shear resistance, post-cracking stiffness, strain distribution, and crack control were investigated. In addition, the test results were compared with the predictions using various design codes. The use of high-strength steel reinforcement and SFRC increased the punching shear strength of slabs, and concentrating the top mat of flexural reinforcement showed beneficial effects on post-cracking stiffness, strain distribution, and crack control. | - |
| dc.language | English | - |
| dc.language.iso | en | - |
| dc.publisher | AMER CONCRETE INST | - |
| dc.subject | CONCRETE BEAMS | - |
| dc.subject | PERFORMANCE | - |
| dc.subject | CONNECTIONS | - |
| dc.subject | TESTS | - |
| dc.subject | BARS | - |
| dc.title | Punching Shear Behavior of Two-Way Slabs Reinforced with High-Strength Steel | - |
| dc.type | Article | - |
| dc.contributor.affiliatedAuthor | Yoon, Young-Soo | - |
| dc.identifier.scopusid | 2-s2.0-77954811074 | - |
| dc.identifier.wosid | 000279598400011 | - |
| dc.identifier.bibliographicCitation | ACI STRUCTURAL JOURNAL, v.107, no.4, pp.468 - 475 | - |
| dc.relation.isPartOf | ACI STRUCTURAL JOURNAL | - |
| dc.citation.title | ACI STRUCTURAL JOURNAL | - |
| dc.citation.volume | 107 | - |
| dc.citation.number | 4 | - |
| dc.citation.startPage | 468 | - |
| dc.citation.endPage | 475 | - |
| dc.type.rims | ART | - |
| dc.type.docType | Article | - |
| dc.description.journalClass | 1 | - |
| dc.description.journalRegisteredClass | scie | - |
| dc.description.journalRegisteredClass | scopus | - |
| dc.relation.journalResearchArea | Construction & Building Technology | - |
| dc.relation.journalResearchArea | Engineering | - |
| dc.relation.journalResearchArea | Materials Science | - |
| dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
| dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
| dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
| dc.subject.keywordPlus | CONCRETE BEAMS | - |
| dc.subject.keywordPlus | PERFORMANCE | - |
| dc.subject.keywordPlus | CONNECTIONS | - |
| dc.subject.keywordPlus | TESTS | - |
| dc.subject.keywordPlus | BARS | - |
| dc.subject.keywordAuthor | cracking | - |
| dc.subject.keywordAuthor | fiber-reinforced concrete | - |
| dc.subject.keywordAuthor | high-strength reinforcement | - |
| dc.subject.keywordAuthor | punching shear | - |
| dc.subject.keywordAuthor | slabs | - |
| dc.subject.keywordAuthor | stiffness | - |
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