Material nonlinear behavior of reinforced concrete shell foundations
Joint Authors
al-Azzawi, Adil Abd al-Amir
al-Awsi, Muhammad Ali A.
al-Nuaymi, Hanan A.
Source
Issue
Vol. 11, Issue 4 (31 Dec. 2005), pp.655-664, 10 p.
Publisher
University of Baghdad College of Engineering
Publication Date
2005-12-31
Country of Publication
Iraq
No. of Pages
10
Main Subjects
Abstract EN
Shell foundations are generally found to be economic under conditions of heavy loads and weak soils as small amount of reinforcement is needed due to occurrence of compressive stresses in most parts of the foundation.
Depending upon their size, conical shells can serve as footings for columns while inverted domes shells can serve as rafts for tanks supported on a circular row of columns.
This paper describes 3-D finite element models, the eight nodes degenerated shell and the twenty nodes brick elements which are used herein.
The models which may be adopted in the material nonlinear analysis of reinforced concrete shell foundations are described briefly in this paper.
The present study results give good agreement compared with available experimental values about 5% in displacements.
American Psychological Association (APA)
al-Awsi, Muhammad Ali A.& al-Nuaymi, Hanan A.& al-Azzawi, Adil Abd al-Amir. 2005. Material nonlinear behavior of reinforced concrete shell foundations. Journal of Engineering،Vol. 11, no. 4, pp.655-664.
https://search.emarefa.net/detail/BIM-360644
Modern Language Association (MLA)
al-Awsi, Muhammad Ali A.…[et al.]. Material nonlinear behavior of reinforced concrete shell foundations. Journal of Engineering Vol. 11, no. 4 (Dec. 2005), pp.655-664.
https://search.emarefa.net/detail/BIM-360644
American Medical Association (AMA)
al-Awsi, Muhammad Ali A.& al-Nuaymi, Hanan A.& al-Azzawi, Adil Abd al-Amir. Material nonlinear behavior of reinforced concrete shell foundations. Journal of Engineering. 2005. Vol. 11, no. 4, pp.655-664.
https://search.emarefa.net/detail/BIM-360644
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 664
Record ID
BIM-360644