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Analytical Model for Deflections of Bonded Posttensioned Concrete Slabs
Joint Authors
Kim, Min Sook
Lee, Young Hak
Kang, Joowon
Source
Advances in Materials Science and Engineering
Issue
Vol. 2017, Issue 2017 (31 Dec. 2017), pp.1-7, 7 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2017-03-05
Country of Publication
Egypt
No. of Pages
7
Abstract EN
This paper presents a finite element analysis approach to evaluate the flexural behavior of posttensioned two-way slabs depending on the tendon layout.
A finite element model was established based on layered and degenerated shell elements.
Nonlinearities of the materials are considered using the stress-strain relationships for concrete, reinforcing steel, and prestressing tendons.
Flexural testing of the posttensioned two-way slabs was conducted to validate the developed analytical process.
Comparing the analytical results with the experimental results in terms of deflections, it showed generally good agreements.
Also a parametric study was performed to investigate the effects of different types of tendon layout.
American Psychological Association (APA)
Kim, Min Sook& Kang, Joowon& Lee, Young Hak. 2017. Analytical Model for Deflections of Bonded Posttensioned Concrete Slabs. Advances in Materials Science and Engineering،Vol. 2017, no. 2017, pp.1-7.
https://search.emarefa.net/detail/BIM-1123814
Modern Language Association (MLA)
Kim, Min Sook…[et al.]. Analytical Model for Deflections of Bonded Posttensioned Concrete Slabs. Advances in Materials Science and Engineering No. 2017 (2017), pp.1-7.
https://search.emarefa.net/detail/BIM-1123814
American Medical Association (AMA)
Kim, Min Sook& Kang, Joowon& Lee, Young Hak. Analytical Model for Deflections of Bonded Posttensioned Concrete Slabs. Advances in Materials Science and Engineering. 2017. Vol. 2017, no. 2017, pp.1-7.
https://search.emarefa.net/detail/BIM-1123814
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1123814