Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete
Concrete barely possesses tensile strength, and it is susceptible to cracking, which leads to a reduction of its service life. Consequently, it is significant to find a complementary material that helps alleviate these drawbacks. The aim of this research was to determine analytically and experimenta...
| Autores principales: | , , , |
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| Formato: | Artículo |
| Lenguaje: | inglés |
| Publicado: |
Molecular Diversity Preservation International
2021
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| Materias: | |
| Acceso en línea: | http://eprints.uanl.mx/23632/1/23632.pdf |
| _version_ | 1824416954715209728 |
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| author | Valdez Aguilar, José Abelardo Juárez Alvarado, César Antonio Mendoza Rangel, José Manuel Terán Torres, Bernardo Tadeo |
| author_facet | Valdez Aguilar, José Abelardo Juárez Alvarado, César Antonio Mendoza Rangel, José Manuel Terán Torres, Bernardo Tadeo |
| author_sort | Valdez Aguilar, José Abelardo |
| collection | Repositorio Institucional |
| description | Concrete barely possesses tensile strength, and it is susceptible to cracking, which leads to a reduction of its service life. Consequently, it is significant to find a complementary material that helps alleviate these drawbacks. The aim of this research was to determine analytically and experimentally the effect of the addition of the steel fibers on the performance of the post-cracking stage on fiber-reinforced concrete, by studying four notch-to-depth ratios of 0, 0.08, 0.16, and 0.33. This was evaluated through 72 bending tests, using plain concrete (control) and fiber-reinforced concrete with volume fibers of 0.25% and 0.50%. Results showed that the specimens with a notch-to-depth ratio up to 0.33 are capable of attaining a hardening behavior. The study concludes that the increase in the dosage leads to an improvement in the residual performance, even though an increase in the notch-to-depth ratio has also occurred. |
| format | Article |
| id | eprints-23632 |
| institution | UANL |
| language | English |
| publishDate | 2021 |
| publisher | Molecular Diversity Preservation International |
| record_format | eprints |
| spelling | eprints-236322024-03-05T17:27:06Z http://eprints.uanl.mx/23632/ Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete Valdez Aguilar, José Abelardo Juárez Alvarado, César Antonio Mendoza Rangel, José Manuel Terán Torres, Bernardo Tadeo TA Ingeniería General y Civil Concrete barely possesses tensile strength, and it is susceptible to cracking, which leads to a reduction of its service life. Consequently, it is significant to find a complementary material that helps alleviate these drawbacks. The aim of this research was to determine analytically and experimentally the effect of the addition of the steel fibers on the performance of the post-cracking stage on fiber-reinforced concrete, by studying four notch-to-depth ratios of 0, 0.08, 0.16, and 0.33. This was evaluated through 72 bending tests, using plain concrete (control) and fiber-reinforced concrete with volume fibers of 0.25% and 0.50%. Results showed that the specimens with a notch-to-depth ratio up to 0.33 are capable of attaining a hardening behavior. The study concludes that the increase in the dosage leads to an improvement in the residual performance, even though an increase in the notch-to-depth ratio has also occurred. Molecular Diversity Preservation International 2021 Article PeerReviewed text en cc_by_nc_nd http://eprints.uanl.mx/23632/1/23632.pdf http://eprints.uanl.mx/23632/1.haspreviewThumbnailVersion/23632.pdf Valdez Aguilar, José Abelardo y Juárez Alvarado, César Antonio y Mendoza Rangel, José Manuel y Terán Torres, Bernardo Tadeo (2021) Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete. Materials, 14 (2). pp. 1-17. ISSN 1996-1944 http://doi.org/10.3390/ma14020445 doi:10.3390/ma14020445 |
| spellingShingle | TA Ingeniería General y Civil Valdez Aguilar, José Abelardo Juárez Alvarado, César Antonio Mendoza Rangel, José Manuel Terán Torres, Bernardo Tadeo Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete |
| thumbnail | https://rediab.uanl.mx/themes/sandal5/images/online.png |
| title | Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete |
| title_full | Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete |
| title_fullStr | Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete |
| title_full_unstemmed | Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete |
| title_short | Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete |
| title_sort | effect of the notch to depth ratio on the post cracking behavior of steel fiber reinforced concrete |
| topic | TA Ingeniería General y Civil |
| url | http://eprints.uanl.mx/23632/1/23632.pdf |
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