Mesoscopic Numerical Simulation of Fracture Process and Failure Mechanism of Concrete Based on Convex Aggregate Model
Joint Authors
Zhang, Lijuan
Chen, Xiyun
Ying, Liping
Chen, Ying
Peng, Yijiang
Source
Advances in Materials Science and Engineering
Issue
Vol. 2019, Issue 2019 (31 Dec. 2019), pp.1-17, 17 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2019-01-22
Country of Publication
Egypt
No. of Pages
17
Abstract EN
To investigate the fracture process and failure mechanism of concrete subjected to uniaxial compressive loading, a new finite element method—the base force element method (BFEM)—was adopted in the modeling of numerical simulation.
At mesoscale, concrete is considered as a three-phase heterogeneous material composed of aggregate particles, cement mortar, and the interfacial transition zones between the two phases.
A two-dimensional random convex aggregate model was established using the principle of the area equivalence method.
A multistage linear damage constitutive model that can describe nonlinear behavior of concrete under mechanical stress was proposed.
The mechanical properties of concrete mesoscopic components are determined.
The numerical simulation results indicate that the base force element method can be applied to predict the failure pattern of concrete under compressive loading, which have a good accordance with the available experiment data.
The stress contour plots were given and used to analyze the failure mechanism of concrete.
The effects of specimen size on the strength of concrete material were studied.
It is found that compressive strength of concrete decreases as the specimen size increases.
In addition, the influences of aggregate distribution, coarse aggregate content, and end friction on concrete performance are explored.
American Psychological Association (APA)
Peng, Yijiang& Chen, Xiyun& Ying, Liping& Chen, Ying& Zhang, Lijuan. 2019. Mesoscopic Numerical Simulation of Fracture Process and Failure Mechanism of Concrete Based on Convex Aggregate Model. Advances in Materials Science and Engineering،Vol. 2019, no. 2019, pp.1-17.
https://search.emarefa.net/detail/BIM-1120247
Modern Language Association (MLA)
Peng, Yijiang…[et al.]. Mesoscopic Numerical Simulation of Fracture Process and Failure Mechanism of Concrete Based on Convex Aggregate Model. Advances in Materials Science and Engineering No. 2019 (2019), pp.1-17.
https://search.emarefa.net/detail/BIM-1120247
American Medical Association (AMA)
Peng, Yijiang& Chen, Xiyun& Ying, Liping& Chen, Ying& Zhang, Lijuan. Mesoscopic Numerical Simulation of Fracture Process and Failure Mechanism of Concrete Based on Convex Aggregate Model. Advances in Materials Science and Engineering. 2019. Vol. 2019, no. 2019, pp.1-17.
https://search.emarefa.net/detail/BIM-1120247
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1120247