Non linear finite element modeling of reinforced concrete flat plate slabs with openings
Author
Source
Sulaimani Journal of Engineering Sciences
Issue
Vol. 4, Issue 4 (30 Jun. 2017), pp.28-40, 13 p.
Publisher
Publication Date
2017-06-30
Country of Publication
Iraq
No. of Pages
13
Main Subjects
Abstract EN
In this study, a model using ABAQUS/ EXPLICIT program to predict punching shear resistance of reinforced concrete flat plates was proposed with opening in different situation subjected to vertical loading.
A three dimensional non-linear finite element program (ABAQUS/EXPLICIT) based on Eight-Nodes hexahedral element damage-plasticity was utilized for modeling concrete with opening, in this investigation.
Reinforcing bars were represented by one dimensional element embedded in the solid elements and for both tension and compression linear elastic-plastic behavior is assumed.
Nonlinear analysis is used and the result of finite element shows good agreement with the experimental results.
American Psychological Association (APA)
Rafiq, Sirwan Kh.. 2017. Non linear finite element modeling of reinforced concrete flat plate slabs with openings. Sulaimani Journal of Engineering Sciences،Vol. 4, no. 4, pp.28-40.
https://search.emarefa.net/detail/BIM-940896
Modern Language Association (MLA)
Rafiq, Sirwan Kh.. Non linear finite element modeling of reinforced concrete flat plate slabs with openings. Sulaimani Journal of Engineering Sciences Vol. 4, no. 4 (2017), pp.28-40.
https://search.emarefa.net/detail/BIM-940896
American Medical Association (AMA)
Rafiq, Sirwan Kh.. Non linear finite element modeling of reinforced concrete flat plate slabs with openings. Sulaimani Journal of Engineering Sciences. 2017. Vol. 4, no. 4, pp.28-40.
https://search.emarefa.net/detail/BIM-940896
Data Type
Journal Articles
Language
English
Notes
Record ID
BIM-940896