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ISSN:
2319-6009 (Online)
Abbreviated title:
Int. J Struct. Civ. Eng. Res.
Editor-in-Chief:
Prof. Eric Strauss
Associate Editor:
Assoc. Prof. Wenxing Zhou
Executive Editor:
Ms. Shira. W. Lu
DOI:
10.18178/ijscer
Abstracting/Indexing:
Google Scholar, Cross-ref, CNKI,
etc.
E-mail questions to:
IJSCER Editorial Office
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Editor-in-Chief
Prof. Eric Strauss
Michigan State University, USA
I am very excited to serve as the Editor-in-Chief of the International Journal of Structural and Civil Engineering Research
(IJSCER)
and hope that the publication can enrich the readers’ experience...
What's New
2024-01-04
IJSCER will adopt Article-by-Article Work Flow. For the quarterly journal, each issue will be released at the end of the issue month.
2023-11-06
November 6th, 2023 News! Vol. 12, No. 4, November 2023 issue has been published online
2023-08-09
August 9th, 2023 News! Vol. 12, No. 3, August 2023 issue has been published online
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2014
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Volume 3, No. 1, February 2014
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Stress-Strain Model for Tie Confined Fiber Reinforced Self Compacting Concrete
Prasad M L V
1
and P Rathish Kumar
2
1. I & CAD Department, Kurnool, AP, India
2. Department of Civil Engineering, NIT Warangal, AP, India
Abstract
—Self Compacting Concrete (SCC) has become synonymous with the construction industry due to the inherent advantages it possesses such as strength through durability, reasonable cost of ingredients, adoptability for all types of moulds, architectural construction with aesthetic sense, better fire resistance and weather resistance. The development of SCC marks an important milestone in improving the product quality and efficiency of the building industry. The typical methods of compaction and vibration of normal concrete generates delays and additional costs in concrete. A structural reinforced concrete member can be theoretically analyzed, if the stress- strain behavior of its constituent material is known. This paper aims to develop stress block parameters for predicting the stress-strain behavior of Fiber Reinforced Self Compacting Concrete (FRSCC). The results of specimens tested under strain control rate of loading are presented. The behavior of tie confined FRSCC is used in formulating a constitutive relationship.
Index Terms
—self compacting concrete, glass fiber, confinement index, fiber index, stress block parameters, stress-strain relationship
Cite: Prasad M L V and P Rathish Kumar, "Stress-Strain Model for Tie Confined Fiber Reinforced Self Compacting Concrete," International Journal of Structural and Civil Engineering Research, Vol. 3, No. 1, pp. 173-188, February 2014.
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