Home
Published Issues
Author Guide
Editor Guide
Reviewer Guide
Special Issue
journal menu
Aims and Scope
Editorial Board
Indexing Service
Article Processing Charge
Editorial Process
Open Access Policy
Publicatoin Ethics
Contact Us
Copyright and Licensing
Preservation and Repository Policy
General Information
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. Cherry L. Chen
DOI:
10.18178/ijscer
Abstracting/Indexing:
Google Scholar, Cross-ref, CNKI,
etc.
E-mail questions to:
IJSCER Editorial Office
.
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
Home
>
Published Issues
>
2014
>
Volume 3, No. 1, February 2014
>
Numerical Analysis of Rc Shear Critical Beams
Sankar Jegadesh J S and S Jayalekshmi
Department of Civil Engineering, National Institute of Technology, Tiruchirrappalli-15
Abstract
—In the present study, a non-linear finite element analysis procedure is adopted with the Softened Membrane Model (SMM) and MacGregor Model that incorporates the material properties and behavioural characteristics of RCC member which can be applied to obtain the shear behaviour. The Finite Element package ANSYS with its 3D Modelling is used as a tool for the analysis of the RCC beams. The 3D concrete Solid 65 finite element is employed in this research to model the nonlinear behaviour of reinforced concrete beams. The analysis is based on the 5 parameter plasticity failure surface due to Willam-Warnke. The load deflection curve analysis is done in ANSYS and the results are compared with the available experimental results taken from the literature. The prediction of the ultimate load by the two different models throws light on the fact that SMM predicts conservative results when compared with the experimental and analytical data.
Index Terms
—RC beams, SMM, macgregor model, ANSYS 3D modelling, load-deflection response
Cite: Sankar Jegadesh J S and S Jayalekshmi, "Numerical Analysis of Rc Shear Critical Beams," International Journal of Structural and Civil Engineering Research, Vol. 3, No. 1, pp. 69-75, February 2014.
vol
PREVIOUS PAPER
The Influence of Size of Lightweight Aggregate on the Mechanical Properties of Self-Compacting Concrete With and Without Steel Fiber
NEXT PAPER
An Experimental Study on Effect of Waste Tyre Rubber on 60/70 Grade Bitumen