CFP last date
20 May 2024
Call for Paper
June Edition
IJCA solicits high quality original research papers for the upcoming June edition of the journal. The last date of research paper submission is 20 May 2024

Submit your paper
Know more
Reseach Article

Modeling of Concrete for Nonlinear Analysis using Finite Element Code ABAQUS

by S. V. Chaudhari, M. A. Chakrabarti
International Journal of Computer Applications
Foundation of Computer Science (FCS), NY, USA
Volume 44 - Number 7
Year of Publication: 2012
Authors: S. V. Chaudhari, M. A. Chakrabarti
10.5120/6274-8437

S. V. Chaudhari, M. A. Chakrabarti . Modeling of Concrete for Nonlinear Analysis using Finite Element Code ABAQUS. International Journal of Computer Applications. 44, 7 ( April 2012), 14-18. DOI=10.5120/6274-8437

@article{ 10.5120/6274-8437,
author = { S. V. Chaudhari, M. A. Chakrabarti },
title = { Modeling of Concrete for Nonlinear Analysis using Finite Element Code ABAQUS },
journal = { International Journal of Computer Applications },
issue_date = { April 2012 },
volume = { 44 },
number = { 7 },
month = { April },
year = { 2012 },
issn = { 0975-8887 },
pages = { 14-18 },
numpages = {9},
url = { https://ijcaonline.org/archives/volume44/number7/6274-8437/ },
doi = { 10.5120/6274-8437 },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Journal Article
%1 2024-02-06T20:34:55.406702+05:30
%A S. V. Chaudhari
%A M. A. Chakrabarti
%T Modeling of Concrete for Nonlinear Analysis using Finite Element Code ABAQUS
%J International Journal of Computer Applications
%@ 0975-8887
%V 44
%N 7
%P 14-18
%D 2012
%I Foundation of Computer Science (FCS), NY, USA
Abstract

Concrete is the main constituent material in many structures. The behavior of concrete is nonlinear and complex. Increasing use of computer based methods for designing and simulation have also increased the urge for the exact solution of the problems. This leads to difficulties in simulation and modeling of concrete structures. A good approach is to use the general purpose finite element software ABAQUS. In this paper a 3D model of a concrete cube is prepared using smeared crack model and concrete damage plasticity approach. The validation of the model to the desired behavior under monotonic loading is then discussed.

References
  1. M. Nz M. Nazem, I. Rahimani, and M. rezaee-Pajand. 2009 "Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type yield Surface". Scientica Iranica No. 6, Vol. 16, pp. 512-519.
  2. Eivind, Hognestad. "A Study Of Combined Bending And Axial Load In Reinforced Concrete Members". ENGINEERING EXPERIMENT STATION, University of Illinois, Urbana, November 1951. Bulletin Series No. 399, ENGINEERING EXPERIMENT STATION, University of Illinois, Urbana, Vol. 49, No. 22. Bulletin Series No. 399A, Vol. 49, No. 22.
  3. M. Y. H. Bangash. Concrete and Concrete structures: Numerical Modelling and Applications. London : Elsevie Science Publishers Ltd. , 1989.
  4. Hsuan-Teh Hu, and Willium C. Schnobrich. Nonlinear Analysis of Cracked Reinforced Concrete. March-April 1990, ACI Structural journal, Title no. 87-S21, pp. 199-207.
  5. Abaqus Analysis User's Manual 6. 10. Dassault Systèmes Simulia Corp. , Providence, RI, USA.
  6. Abdullah, Md. Sabri. 1993, Reinforced concrete beams with steel plates for shear. Ph. D. Thesis,Dept of Civil Engg. University of Dundee,UK.
  7. Jeeho Lee, Gregory L. Fenves. Plastic-Damage Model For Cyclic Loading Of Concrete Structures. ASCE, August 1998, Journal of Engineering Mechanics, Vols. Vol. 124, No. 8, pp. 882-900.
  8. IS 456 : 2000. Plain And Reinforced Concrete - Code Of Practice. Bureau Of Indian Standards, Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002.
Index Terms

Computer Science
Information Sciences

Keywords

Finite Element Abaqus Smeared Cracking Concrete Damage Plasticity Tension Stiffening