1
Department of Civil Engineering,Ferdowsi University of Mashhad
2
Department of Transportation,Ministry of Energy
3
Department of Geomatics Engineering,Nanyang Technology University
Abstract
This paper presents a nonlinear analysis of reinforced concrete structures. Various yield
surfaces of concrete are reviewed in the beginning and then a recently proposed yield surface for concrete is
introduced. The yield surface considers the behavior of concrete in a three-dimensional stress state. Based
on the yield surface, a nonlinear nite element formulation is provided to facilitate a three-dimensional
analysis of reinforced concrete structures. An eight-node brick element is used in the analysis. Several
numerical examples are given to show the ability of the yield surface in solving nonlinear reinforced
concrete problems.
Rezaee-Pajand,M , Rahmani,I and Nazem,M . (2009). Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface. (e3263). Scientia Iranica, 16(6), e3263
MLA
Rezaee-Pajand,M , , Rahmani,I , and Nazem,M . "Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface" .e3263 , Scientia Iranica, 16, 6, 2009, e3263.
HARVARD
Rezaee-Pajand M, Rahmani I, Nazem M. (2009). 'Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface', Scientia Iranica, 16(6), e3263.
CHICAGO
M Rezaee-Pajand, I Rahmani and M Nazem, "Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface," Scientia Iranica, 16 6 (2009): e3263,
VANCOUVER
Rezaee-Pajand M, Rahmani I, Nazem M. Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface. Scientia Iranica. 2009;16(6):e3263.
