A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Study on Effects of Hooked-End Steel Fiber-Reinforced Concrete
With the growing interest in the use of fiber-reinforced concrete in the construction industry, attempts have been made to clarify its performance have become important. This study investigates the effect of steel fiber-reinforced concrete. Generally, steel fiber is used for mitigating the cracks width and enhancing in the concrete member strength. In this present investigation, the study is carried out using steel fiber as reinforcement in concrete (hooked end). In this investigation, properties such as workability of concrete, compressive strength, split tensile strength and flexural strength of the different percentage (0, 0.5, 1, 1.5, 2%) of steel fiber were carried. From the experimental investigation results, it is noted that, by the inclusion of the steel fiber (hooked end), ductility of concrete improved by increasing fiber percentage in concrete. The use of hooked steel fibres also resulted in increase in the load bearing capacity, reduction in cracks and increase in flexural capacity of concrete.
Study on Effects of Hooked-End Steel Fiber-Reinforced Concrete
With the growing interest in the use of fiber-reinforced concrete in the construction industry, attempts have been made to clarify its performance have become important. This study investigates the effect of steel fiber-reinforced concrete. Generally, steel fiber is used for mitigating the cracks width and enhancing in the concrete member strength. In this present investigation, the study is carried out using steel fiber as reinforcement in concrete (hooked end). In this investigation, properties such as workability of concrete, compressive strength, split tensile strength and flexural strength of the different percentage (0, 0.5, 1, 1.5, 2%) of steel fiber were carried. From the experimental investigation results, it is noted that, by the inclusion of the steel fiber (hooked end), ductility of concrete improved by increasing fiber percentage in concrete. The use of hooked steel fibres also resulted in increase in the load bearing capacity, reduction in cracks and increase in flexural capacity of concrete.
Study on Effects of Hooked-End Steel Fiber-Reinforced Concrete
Lecture Notes in Civil Engineering
Narasimhan, M. C. (editor) / George, Varghese (editor) / Udayakumar, G. (editor) / Kumar, Anil (editor) / Kumar, Anil (author) / Pavan Prasad, N. R. (author) / Sujith, S. K. (author)
2020-09-29
13 pages
Article/Chapter (Book)
Electronic Resource
English
Steel fibre , Workability , Flexural capacity , Ductility , Fiber reinforced concrete Engineering , Building Materials , Geoengineering, Foundations, Hydraulics , Waste Water Technology / Water Pollution Control / Water Management / Aquatic Pollution , Transportation Technology and Traffic Engineering , Remote Sensing/Photogrammetry , Sustainable Development
Study on Effects of Hooked-End Steel Fiber-Reinforced Concrete
| TIBKAT | 2021
PRECAST CONCRETE REINFORCED WITH STEEL FIBER OF HOOKED TYPE
| European Patent Office | 2023
Fiber-Matrix Interfacial Behavior of Hooked-End Steel Fiber-Reinforced Concrete
| Online Contents | 2016
Fiber-Matrix Interfacial Behavior of Hooked-End Steel Fiber-Reinforced Concrete
| Online Contents | 2016