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A Model for Shear Strength of FRP Bar Reinforced Concrete Beams without Stirrups
Joint Authors
Source
Issue
Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-9, 9 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2020-10-29
Country of Publication
Egypt
No. of Pages
9
Main Subjects
Abstract EN
The shear failure of a reinforced concrete beam generally occurs when the principal tensile stress near the neutral axis is equal to or greater than the tension strength of concrete.
In order to set up a model for shear strength for FRP bar reinforced concrete beams without stirrups by the mechanical method, this paper equivalently transformed the FRP bar reinforced concrete rectangular beam with cracks as one composed of ideal elastic material to facilitate the analysis and proposed a new and more reasonable model of shear strength for FRP bar reinforced concrete beams without stirrups.
Then, an experimental database including 235 FRP bar reinforced beams without stirrups was compiled to verify the validity of the proposed model.
It was found that the values from the proposed model are in better agreement with the experimental results of shear strength of FRP bar reinforced concrete beams without stirrups in comparison with the models in codes.
American Psychological Association (APA)
Gao, Danying& Zhang, Changhui. 2020. A Model for Shear Strength of FRP Bar Reinforced Concrete Beams without Stirrups. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-9.
https://search.emarefa.net/detail/BIM-1125154
Modern Language Association (MLA)
Gao, Danying& Zhang, Changhui. A Model for Shear Strength of FRP Bar Reinforced Concrete Beams without Stirrups. Advances in Civil Engineering No. 2020 (2020), pp.1-9.
https://search.emarefa.net/detail/BIM-1125154
American Medical Association (AMA)
Gao, Danying& Zhang, Changhui. A Model for Shear Strength of FRP Bar Reinforced Concrete Beams without Stirrups. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-9.
https://search.emarefa.net/detail/BIM-1125154
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1125154