Research and application of random aggregate model in determining the fracture behavior of four-point bending beam with notch
•The random generation and distribution of aggregate gradation, location and shape in concrete beam were realized.•The size of the specimen has influence on the peak load value in I–II mixed-mode fracture behavior of concrete.•The propagation path has no obvious relation with the content of the aggr...
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| Published in | Construction & building materials Vol. 202; pp. 276 - 289 |
|---|---|
| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
30.03.2019
Reed Business Information, Inc. (US) |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0950-0618 1879-0526 |
| DOI | 10.1016/j.conbuildmat.2018.12.195 |
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| Abstract | •The random generation and distribution of aggregate gradation, location and shape in concrete beam were realized.•The size of the specimen has influence on the peak load value in I–II mixed-mode fracture behavior of concrete.•The propagation path has no obvious relation with the content of the aggregate, and closely related with the loading pattern in concrete.
The fracture and damage behaviors of concrete under I–II mixed-mode loading are of great importance in determining the failure mode of concrete material and structure. In this paper, the four-point bending beams with different aggregate volume contents have been fabricated and tested to obtain the limited loading capacities, and the Digital Image Correlation (DIC) method was utilized for monitoring the local displacement above the notch during the loading procedure. Furthermore, based on the aggregate occupation and translation algorithm, a modified random aggregate model has been proposed for generating the four-point bending beam with precast notch, and the numerical simulations for the four-point bending beam with different aggregate volume contents and depths have been proceed. |
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| AbstractList | •The random generation and distribution of aggregate gradation, location and shape in concrete beam were realized.•The size of the specimen has influence on the peak load value in I–II mixed-mode fracture behavior of concrete.•The propagation path has no obvious relation with the content of the aggregate, and closely related with the loading pattern in concrete.
The fracture and damage behaviors of concrete under I–II mixed-mode loading are of great importance in determining the failure mode of concrete material and structure. In this paper, the four-point bending beams with different aggregate volume contents have been fabricated and tested to obtain the limited loading capacities, and the Digital Image Correlation (DIC) method was utilized for monitoring the local displacement above the notch during the loading procedure. Furthermore, based on the aggregate occupation and translation algorithm, a modified random aggregate model has been proposed for generating the four-point bending beam with precast notch, and the numerical simulations for the four-point bending beam with different aggregate volume contents and depths have been proceed. |
| Audience | Trade |
| Author | Peng, Cao Feng, Jin Jiangjiang, Yu Guodong, Li Ming, Zhang Zhimeng, Zhao |
| Author_xml | – sequence: 1 givenname: Cao surname: Peng fullname: Peng, Cao organization: State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, China – sequence: 2 givenname: Li surname: Guodong fullname: Guodong, Li email: lgd567@imu.edu.cn organization: Institute of Transportation, Inner Mongolia University, Hohhot, China – sequence: 3 givenname: Yu surname: Jiangjiang fullname: Jiangjiang, Yu organization: Institute of Transportation, Inner Mongolia University, Hohhot, China – sequence: 4 givenname: Zhang surname: Ming fullname: Ming, Zhang organization: State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, China – sequence: 5 givenname: Jin surname: Feng fullname: Feng, Jin organization: State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, China – sequence: 6 givenname: Zhao surname: Zhimeng fullname: Zhimeng, Zhao organization: Institute of Transportation, Inner Mongolia University, Hohhot, China |
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| Keywords | I–II mixed-mode loading Concrete Random aggregate model Four-point bending beam |
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| SubjectTerms | Algorithms Analysis Concrete Concretes Four-point bending beam I–II mixed-mode loading Mechanical properties Nuclear energy Numerical analysis Random aggregate model |
| Title | Research and application of random aggregate model in determining the fracture behavior of four-point bending beam with notch |
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