Flexural Behavior of Concrete Members Reinforced With 3D-Textile Fibers-A Review
Normal concrete is weak against tensile strength, has low ductility and also insignificant resistance to cracking. The addition of diverse types of fibers at specific proportions can enhance the mechanical properties as well as the durability. Discrete fiber, which is commonly used, have many disadv...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Al-Nahrain Journal for Engineering Sciences
2019-10-01
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| Series: | مجلة النهرين للعلوم الهندسية |
| Subjects: | |
| Online Access: | https://nahje.com/index.php/main/article/view/678 |
| _version_ | 1817978121800908800 |
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| author | Mays Rabea Abdulghani Ahmed S. Ali |
| author_facet | Mays Rabea Abdulghani Ahmed S. Ali |
| author_sort | Mays Rabea Abdulghani |
| collection | DOAJ |
| description | Normal concrete is weak against tensile strength, has low ductility and also insignificant resistance to cracking. The addition of diverse types of fibers at specific proportions can enhance the mechanical properties as well as the durability. Discrete fiber, which is commonly used, have many disadvantages such as balling the fiber, random distribution, and limitation of the used Vf ratio. Based on this vision, a new technique was discovered, enhancing concrete by textile-fiber to avoid all the problems mentioned above. This paper presents all important consequence and conclusions obtained from previous studies on how to strengthen concrete with two-dimensional and three-dimensional textile-fibers, and focuses on the flexural behavior of concrete members. The results indicate that there was an improvement in flexural strength, deformation capacity, and toughness with different load conditions when using different types of textile-fiber. It was observed that the effect of textile-fibers would increase when this fiber was coated by epoxy. In TRC system, there is a significant impact on the number of textile-fiber layers used. |
| first_indexed | 2024-04-13T22:25:14Z |
| format | Article |
| id | doaj.art-e0ce4f88e4884a8fbb548ed5ca7938a8 |
| institution | Directory Open Access Journal |
| issn | 2521-9154 2521-9162 |
| language | English |
| last_indexed | 2024-04-13T22:25:14Z |
| publishDate | 2019-10-01 |
| publisher | Al-Nahrain Journal for Engineering Sciences |
| record_format | Article |
| series | مجلة النهرين للعلوم الهندسية |
| spelling | doaj.art-e0ce4f88e4884a8fbb548ed5ca7938a82022-12-22T02:27:05ZengAl-Nahrain Journal for Engineering Sciencesمجلة النهرين للعلوم الهندسية2521-91542521-91622019-10-0122322723210.29194/NJES.2203227678Flexural Behavior of Concrete Members Reinforced With 3D-Textile Fibers-A ReviewMays Rabea Abdulghani0Ahmed S. Ali1Civil Engineering Department, Al-Nahrain University, Baghdad, IraqCivil Engineering Dep., Al-Nahrain UniversityNormal concrete is weak against tensile strength, has low ductility and also insignificant resistance to cracking. The addition of diverse types of fibers at specific proportions can enhance the mechanical properties as well as the durability. Discrete fiber, which is commonly used, have many disadvantages such as balling the fiber, random distribution, and limitation of the used Vf ratio. Based on this vision, a new technique was discovered, enhancing concrete by textile-fiber to avoid all the problems mentioned above. This paper presents all important consequence and conclusions obtained from previous studies on how to strengthen concrete with two-dimensional and three-dimensional textile-fibers, and focuses on the flexural behavior of concrete members. The results indicate that there was an improvement in flexural strength, deformation capacity, and toughness with different load conditions when using different types of textile-fiber. It was observed that the effect of textile-fibers would increase when this fiber was coated by epoxy. In TRC system, there is a significant impact on the number of textile-fiber layers used.https://nahje.com/index.php/main/article/view/678normal strength concretetensile strengthmicro-crackstextile fiber3d textile reinforced concrete fiber |
| spellingShingle | Mays Rabea Abdulghani Ahmed S. Ali Flexural Behavior of Concrete Members Reinforced With 3D-Textile Fibers-A Review مجلة النهرين للعلوم الهندسية normal strength concrete tensile strength micro-cracks textile fiber 3d textile reinforced concrete fiber |
| title | Flexural Behavior of Concrete Members Reinforced With 3D-Textile Fibers-A Review |
| title_full | Flexural Behavior of Concrete Members Reinforced With 3D-Textile Fibers-A Review |
| title_fullStr | Flexural Behavior of Concrete Members Reinforced With 3D-Textile Fibers-A Review |
| title_full_unstemmed | Flexural Behavior of Concrete Members Reinforced With 3D-Textile Fibers-A Review |
| title_short | Flexural Behavior of Concrete Members Reinforced With 3D-Textile Fibers-A Review |
| title_sort | flexural behavior of concrete members reinforced with 3d textile fibers a review |
| topic | normal strength concrete tensile strength micro-cracks textile fiber 3d textile reinforced concrete fiber |
| url | https://nahje.com/index.php/main/article/view/678 |
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