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., & Nazem, M. (2009). Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface. Scientia Iranica, 16(6), -.
MLA
M. Rezaee-Pajand; I. Rahmani; M. Nazem. "Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface". Scientia Iranica, 16, 6, 2009, -.
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), pp. -.
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): -.
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