Concrete-to-concrete shear friction behavior under cyclic loading
The main objective of this paper was to study the concrete-to-concrete shear friction behavior under cyclic loading and different test rates. Eight dynamic push-pull tests were performed on concrete specimens with as-cast surface roughness type applying four different test rates. The test results in...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2022-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2022/14/e3sconf_iccee2022_01001.pdf |
| _version_ | 1818061490548113408 |
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| author | Taklas Mohamad Leblouba Moussa Barakat Samer Al-Sadoon Zaid A. |
| author_facet | Taklas Mohamad Leblouba Moussa Barakat Samer Al-Sadoon Zaid A. |
| author_sort | Taklas Mohamad |
| collection | DOAJ |
| description | The main objective of this paper was to study the concrete-to-concrete shear friction behavior under cyclic loading and different test rates. Eight dynamic push-pull tests were performed on concrete specimens with as-cast surface roughness type applying four different test rates. The test results include the hysteresis loops of the friction force-displacement relations. It is concluded that the dynamic coefficient of friction decreased with the increased test rate. This reduction in the dynamic coefficient of friction should be considered in the design of structural elements under cyclic or dynamic loading. |
| first_indexed | 2024-12-10T13:49:09Z |
| format | Article |
| id | doaj.art-dd2294472e8e4d52b96d323e1a3da2ef |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-12-10T13:49:09Z |
| publishDate | 2022-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-dd2294472e8e4d52b96d323e1a3da2ef2022-12-22T01:46:17ZengEDP SciencesE3S Web of Conferences2267-12422022-01-013470100110.1051/e3sconf/202234701001e3sconf_iccee2022_01001Concrete-to-concrete shear friction behavior under cyclic loadingTaklas Mohamad0Leblouba Moussa1Barakat Samer2Al-Sadoon Zaid A.3Department of Civil and Environmental Engineering, University of SharjahDepartment of Civil and Environmental Engineering, University of SharjahDepartment of Civil and Environmental Engineering, University of SharjahDepartment of Civil and Environmental Engineering, University of SharjahThe main objective of this paper was to study the concrete-to-concrete shear friction behavior under cyclic loading and different test rates. Eight dynamic push-pull tests were performed on concrete specimens with as-cast surface roughness type applying four different test rates. The test results include the hysteresis loops of the friction force-displacement relations. It is concluded that the dynamic coefficient of friction decreased with the increased test rate. This reduction in the dynamic coefficient of friction should be considered in the design of structural elements under cyclic or dynamic loading.https://www.e3s-conferences.org/articles/e3sconf/pdf/2022/14/e3sconf_iccee2022_01001.pdf |
| spellingShingle | Taklas Mohamad Leblouba Moussa Barakat Samer Al-Sadoon Zaid A. Concrete-to-concrete shear friction behavior under cyclic loading E3S Web of Conferences |
| title | Concrete-to-concrete shear friction behavior under cyclic loading |
| title_full | Concrete-to-concrete shear friction behavior under cyclic loading |
| title_fullStr | Concrete-to-concrete shear friction behavior under cyclic loading |
| title_full_unstemmed | Concrete-to-concrete shear friction behavior under cyclic loading |
| title_short | Concrete-to-concrete shear friction behavior under cyclic loading |
| title_sort | concrete to concrete shear friction behavior under cyclic loading |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2022/14/e3sconf_iccee2022_01001.pdf |
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