Reactive Powder Concrete Beam's Behavior in Flexural : Review
| Autor: | Sheelan Mahmoud Hama, Dhifaf Natiq Hamdullah, Shaho Mahmoud Hama |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
Reactive Powder Concrete
Flexural Behavior Stress-strain Modulus of rupture Engineering machinery tools and implements TA213-215 Mechanics of engineering. Applied mechanics TA349-359 Electrical engineering. Electronics. Nuclear engineering TK1-9971 Chemical engineering TP155-156 Environmental engineering TA170-171 |
| Zdroj: | Diyala Journal of Engineering Sciences, Vol 14, Iss 4 (2021) |
| Druh dokumentu: | article |
| ISSN: | 1999-8716 2616-6909 |
| DOI: | 10.24237/djes.2021.14410 |
| Popis: | Reactive Powder Concrete can be considered as a special type of concrete in which the coarse aggregate will be eliminated to get a homogenous microstructure with a maximum density for final result. Many researchers presented a state of the art review on reactive powder's production, mechanical properties, durability, development and applications. But the review about structural behavior is hardly to found. Because of importance of this type of concrete and its structural applications. This paper focused on review the researchers that deals with structural behavior of reactive powder concrete beams under bending load. Also review the proposed design equations related with reactive concrete behavior. Before starting a review of strength , stress-strain relation and ductility are presented because of their importance and effect on structure behavior of beams under bending. According to review of previous studies the type of fibers and its content as volumetric ratio, type of pozalanic materials and its content , amount of longitudinal steel reinforcement are main factors that affected the flexural behavior of reinforced Reactive Powder Concrete |
| Databáze: | Directory of Open Access Journals |
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