Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members
The current code specifies a minimum torsional reinforcement ratio to prevent possible brittle failure after torsional cracking in concrete members. However, since there are many researches, in which even the concrete members with the minimum torsional reinforcement fail to secure sufficient reserve...
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| Format: | Article |
| Language: | English |
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Wiley
2019-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2019/4595363 |
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| author | Hyunjin Ju Sun-Jin Han Dichuan Zhang Jong Kim Wei Wu Kang Su Kim |
| author_facet | Hyunjin Ju Sun-Jin Han Dichuan Zhang Jong Kim Wei Wu Kang Su Kim |
| author_sort | Hyunjin Ju |
| collection | DOAJ |
| description | The current code specifies a minimum torsional reinforcement ratio to prevent possible brittle failure after torsional cracking in concrete members. However, since there are many researches, in which even the concrete members with the minimum torsional reinforcement fail to secure sufficient reserved strength after torsional cracking, continuous research needs to be carried out. Accordingly, in the authors’ previous research, a minimum torsional reinforcement ratio was proposed based on the reserved strength concept and was extended to the steel fiber-reinforced concrete members in order to suggest the minimum fiber factor as the minimum torsional reinforcement ratio. In the present study, a pure torsion test was carried out on reinforced concrete and steel fiber-reinforced concrete members after a brief introduction on the above, and the proposed model was verified based on the test results. The test results of six torsional specimens were compared with those of the proposed model, and it was found that the proposed model provides a reasonable evaluation on the torsional failure mode of the specimen according to the reserved strength ratio. |
| format | Article |
| id | doaj-art-ef8c6ce82306484fafca9c3629d46dcb |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-ef8c6ce82306484fafca9c3629d46dcb2025-02-03T01:10:47ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422019-01-01201910.1155/2019/45953634595363Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete MembersHyunjin Ju0Sun-Jin Han1Dichuan Zhang2Jong Kim3Wei Wu4Kang Su Kim5Post-Doctoral Research Fellow, Department of Civil Engineering and Natural Hazards, University of Natural Resources and Life Sciences, Feistmantelstrasse 4, 1180 Vienna, AustriaPh.D. Candidate, Department of Architectural Engineering, University of Seoul, 163 Seoulsiripdaero, Dongdaemun-gu, Seoul 02504, Republic of KoreaAssistant Professor, Department of Civil and Environmental Engineering, School of Engineering, Nazarbayev University, 53 Kabanbay Batyr Ave., Astana 010000, KazakhstanProfessor, Department of Civil and Environmental Engineering, School of Engineering, Nazarbayev University, 53 Kabanbay Batyr Ave., Astana 010000, KazakhstanProfessor, Department of Civil Engineering and Natural Hazards, University of Natural Resources and Life Sciences, Feistmantelstrasse 4, 1180 Vienna, AustriaProfessor, Department of Architectural Engineering, University of Seoul, 163 Seoulsiripdaero, Dongdaemun-gu, Seoul 02504, Republic of KoreaThe current code specifies a minimum torsional reinforcement ratio to prevent possible brittle failure after torsional cracking in concrete members. However, since there are many researches, in which even the concrete members with the minimum torsional reinforcement fail to secure sufficient reserved strength after torsional cracking, continuous research needs to be carried out. Accordingly, in the authors’ previous research, a minimum torsional reinforcement ratio was proposed based on the reserved strength concept and was extended to the steel fiber-reinforced concrete members in order to suggest the minimum fiber factor as the minimum torsional reinforcement ratio. In the present study, a pure torsion test was carried out on reinforced concrete and steel fiber-reinforced concrete members after a brief introduction on the above, and the proposed model was verified based on the test results. The test results of six torsional specimens were compared with those of the proposed model, and it was found that the proposed model provides a reasonable evaluation on the torsional failure mode of the specimen according to the reserved strength ratio.http://dx.doi.org/10.1155/2019/4595363 |
| spellingShingle | Hyunjin Ju Sun-Jin Han Dichuan Zhang Jong Kim Wei Wu Kang Su Kim Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members Advances in Materials Science and Engineering |
| title | Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members |
| title_full | Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members |
| title_fullStr | Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members |
| title_full_unstemmed | Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members |
| title_short | Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members |
| title_sort | estimation of minimum torsional reinforcement of reinforced concrete and steel fiber reinforced concrete members |
| url | http://dx.doi.org/10.1155/2019/4595363 |
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