Moment carrying capacity of RSCC beams incorporating alccofine and fly ash-Reference-Cited by-同舟云学术

Moment carrying capacity of RSCC beams incorporating alccofine and fly ash

Published:2021-03-25 Issue:1 Volume:16 Page:19-24
ISSN:1788-1994
Container-title:Pollack Periodica
language:
Short-container-title:Pollack

Author:

Kavyateja Bode Venkata¹^ORCID,Jawahar J. Guru²,Sashidhar Chundupalle¹,Panga Narasimha Reddy³

Affiliation:

1. 1Department of Civil Engineering, Jawaharlal Nehru Technological University, Anantapur, India

2. 2Department of Civil Engineering, Annamacharya Institute of Technology and Sciences, Tirupati, India

3. 3Department of Civil Engineering, National Institute of Technology, Srinagar, Jammu and Kashmir, India

Abstract

AbstractThis paper analyses the structural behavior of reinforced self-compacting concrete beams under two-point loading. A total number of five beams were cast with varying quantities of alccofine (i.e., 0, 5, 10, and 15%) and constant dosage of fly ash (i.e., 25%) and tested for examining the load-deflection curves and ultimate moment carrying capacity of reinforced self-compacting concrete beams. From obtained experimental results, it was found that the load-carrying capacity was increased when the beam with the addition of alccofine and fly ash is compared with the normal concrete beam. The experimental obtained ultimate strength values were compared with theoretically predicted values using IS 456-2000, ACI 318-11, and CSA A23.3-04 codes.

Publisher

Akademiai Kiado Zrt.

Subject

Computer Science Applications,General Materials Science,Modelling and Simulation,Civil and Structural Engineering,Software

Link

https://akjournals.com/downloadpdf/journals/606/16/1/article-p19.xml

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