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Nonlinear finite element analysis of reinforced concrete cylindrical shells
Author
Source
Basrah Journal for Engineering Sciences
Issue
Vol. 15, Issue 1 (30 Jun. 2015), pp.86-97, 12 p.
Publisher
University of Basrah College of Engineering
Publication Date
2015-06-30
Country of Publication
Iraq
No. of Pages
12
Main Subjects
Engineering & Technology Sciences (Multidisciplinary)
Abstract EN
The study investigates the behavior of reinforced concrete cylindrical shells under monotonically increasing loads.
Three-dimensional models of six small-scale experimental shells with length-to-radius ratios ranging from short (0.84) to long (5.0) are implemented within the context of the finite element method, through use of the ANSYS computer code, and the nonlinear response is traced throughout the entire load range up to failure.
Cracking occurs at working load levels, with subsequent reduction in shell stiffness.
Increasing loads lead to failure modes varying from a beam failure in long shells, combined longitudinal and transverse cracking in intermediate length shells, and abrupt diagonal with limited transverse cracking in short shells.
Ultimate load capacities range from 5.0 kPa to 60.0 kPa increasing with decreasing length-to-radius ratios.
American Psychological Association (APA)
Jawad, David A. M.. 2015. Nonlinear finite element analysis of reinforced concrete cylindrical shells. Basrah Journal for Engineering Sciences،Vol. 15, no. 1, pp.86-97.
https://search.emarefa.net/detail/BIM-695452
Modern Language Association (MLA)
Jawad, David A. M.. Nonlinear finite element analysis of reinforced concrete cylindrical shells. Basrah Journal for Engineering Sciences Vol. 15, no. 1 (2015), pp.86-97.
https://search.emarefa.net/detail/BIM-695452
American Medical Association (AMA)
Jawad, David A. M.. Nonlinear finite element analysis of reinforced concrete cylindrical shells. Basrah Journal for Engineering Sciences. 2015. Vol. 15, no. 1, pp.86-97.
https://search.emarefa.net/detail/BIM-695452
Data Type
Journal Articles
Language
English
Notes
Includes appendices : p. 91-97
Record ID
BIM-695452