Steel Fibre Reinforced Concrete Meso-Scale Numerical Analysis
Joint Authors
Li, Zhengwei
Wu, Meizhong
Wu, Jiawei
Cui, Yujun
Xue, Xingwei
Source
Issue
Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-16, 16 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2020-12-24
Country of Publication
Egypt
No. of Pages
16
Main Subjects
Abstract EN
Concrete is a heterogeneous composite consisting of aggregate, cement paste, and void.
Steel fibre reinforced concrete (SFRC) has been widely studied experimentally and numerically in recent decades.
The fibre geometry model program generated by a secondary development ANSYS program was exported to midas FEA for analysis.
The constitutive concrete model adopts the total strain crack model of concrete.
A steel fibre bond slip is considered in an equivalent manner using the von Mises model.
The results of the three-dimensional meso-scale numerical analysis method agree well with the experimental values of steel fibre concrete beams.
American Psychological Association (APA)
Li, Zhengwei& Wu, Meizhong& Wu, Jiawei& Cui, Yujun& Xue, Xingwei. 2020. Steel Fibre Reinforced Concrete Meso-Scale Numerical Analysis. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-16.
https://search.emarefa.net/detail/BIM-1121080
Modern Language Association (MLA)
Li, Zhengwei…[et al.]. Steel Fibre Reinforced Concrete Meso-Scale Numerical Analysis. Advances in Civil Engineering No. 2020 (2020), pp.1-16.
https://search.emarefa.net/detail/BIM-1121080
American Medical Association (AMA)
Li, Zhengwei& Wu, Meizhong& Wu, Jiawei& Cui, Yujun& Xue, Xingwei. Steel Fibre Reinforced Concrete Meso-Scale Numerical Analysis. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-16.
https://search.emarefa.net/detail/BIM-1121080
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1121080
