IJIRST (International Journal for Innovative Research in Science & Technology)ISSN (online) : 2349-6010

 International Journal for Innovative Research in Science & Technology

A Study on Compressive Strength of Fiber Reinforced High Strength Concrete using Recycled Coarse Aggregate


Print Email Cite
International Journal for Innovative Research in Science & Technology
Volume 3 Issue - 7
Year of Publication : 2016
Authors : Purella Suresh ; M Lakshmi Kumar; M K M V Ratnam

BibTeX:

@article{IJIRSTV3I7063,
     title={A Study on Compressive Strength of Fiber Reinforced High Strength Concrete using Recycled Coarse Aggregate},
     author={Purella Suresh, M Lakshmi Kumar and M K M V Ratnam},
     journal={International Journal for Innovative Research in Science & Technology},
     volume={3},
     number={7},
     pages={155--161},
     year={},
     url={http://www.ijirst.org/articles/IJIRSTV3I7063.pdf},
     publisher={IJIRST (International Journal for Innovative Research in Science & Technology)},
}



Abstract:

High Strength Concrete: The term high-strength concrete (HSC) is generally used for concrete with compressive strength higher than 41 MPa. ACI Committee had defined High Strength Concrete (HSC) is the concrete that can attain specified compressive strength for design of at least 41 MPa, or more. With the development of high grade cement and availability of proper mineral admixtures and chemical admixtures, it has become quite common to adopt concrete with compressive strength of 60 MPa and above. Development of high strength concrete has made it possible to build taller and long span structures. Fibre Reinforced Concrete: Plain concrete and High Strength Concrete possesses a very low tensile strength, limited ductility and little resistance to cracking. Internal micro cracks are present in the concrete and its poor tensile strength is due to the propagation of such micro cracks. In plain concrete, structural cracks (micro-cracks) develop even before loading, due to drying shrinkage or other causes of volume change. The width of these initial cracks is few microns, but their other dimensions may be of higher magnitude. When loaded, the micro cracks propagate and open up, and additional cracks form in places of minor defects. The development of such micro cracks is the main cause of inelastic deformations in concrete. The addition of small closely spaced and uniformly dispersed fibers to concrete would act as crack arrester and would substantially improve its static and dynamic properties. This type of concrete is known as Fiber Reinforced Concrete.


Keywords:

Portland Cement, Concrete, Rice Hush Ash (RHA), Specimen Preparation, Testing, Recycled Aggregate


Download Article