Please use this identifier to cite or link to this item: http://hdl.handle.net/1959.13/916667

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Title
Nonlinear FE analysis of reinforced concrete structures using a tresca-type yield surface
Author/Creator
Nazem, M.;  Rahmani, I.;  Rezaee-Pajand, M.
Institution
The University of Newcastle. Faculty of Engineering & Built Environment, School of Engineering
Description
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 finite 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.
Relation
Scientia Iranica. Transaction A: Civil Engineering Vol. 16, Issue 6, p. 512-519
Relation
http://www.scientiairanica.com/Issues/00111/2009/v16/n6.aspx
Date
2009
Publisher
Sharif University of Technology
Keyword(s)
finite element method;  yield surface;  nonlinear analysis;  reinforced concrete
Resource Type
journal article
Identifier
http://hdl.handle.net/1959.13/916667
Identifier
ISSN:1026-3098
Reviewed
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Subject
"Scientia Iranica. Transaction A: Civil Engineering"
 
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