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Three dimensional finite element modeling of reinforced concrete beams, using lagrangian and truss-linkage elements.


Citation

Kohnehpooshi, Omid and Noorzaei, Jamaloddin and Jaafar, Mohd Saleh and Abdulrazeg, Aeid Ali and Muhammad Rashid, Raizal Saifulnaz (2010) Three dimensional finite element modeling of reinforced concrete beams, using lagrangian and truss-linkage elements. Asian Journal of Civil Engineering (Building And Housing), 11 (1). pp. 71-82. ISSN 1563-0854

Abstract / Synopsis

Application of Finite Element techniques of RC structures has been well established. However, this area still needs more research, because of the difficulty of modeling concrete in finite element analysis. Aim of this work is to develop a numerical approach based on the finite element formulation of three dimensional reinforced concrete beams. Concrete is modeled using twenty seven node brick lagrangian element. Bars and bond slip of the bar and concrete were modeled together by introducing the three dimensional truss-linkage elements. The validity of the model is established using comparison of the results with several well-known tests from the literature.


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Additional Metadata

Item Type: Article
Divisions: Faculty of Engineering
Keywords: Finite Element; Lagrangian; Brick Element; Concrete; Truss-Linkage; Bond-Slip.
Depositing User: Anas Yahaya
Date Deposited: 21 Feb 2011 10:24
Last Modified: 22 Sep 2015 06:50
URI: http://psasir.upm.edu.my/id/eprint/9557
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