A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens
Joint Authors
Source
Issue
Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-6, 6 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2018-03-15
Country of Publication
Egypt
No. of Pages
6
Main Subjects
Abstract EN
An investigation of concrete specimen’s strength and its changing mechanism based on numerical simulation of the failure process of axis-stressed concrete specimens with different aspect ratios was described.
The state of internal stress and growth of crack of axis-stressed concrete specimens, as well as the changing mechanism of specimen strength under different ambient pressure values, were investigated.
The results revealed that specimen strength and failure surface decreased as the aspect ratio is increased.
The specimen strength is dependent on the state of internal stress and decreased with decreasing ambient pressure.
Additionally, the failure mode shifted from shear failure to tensile failure gradually.
American Psychological Association (APA)
Liang, Xinyu& Dang, Faning. 2018. A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-6.
https://search.emarefa.net/detail/BIM-1116772
Modern Language Association (MLA)
Liang, Xinyu& Dang, Faning. A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens. Advances in Civil Engineering No. 2018 (2018), pp.1-6.
https://search.emarefa.net/detail/BIM-1116772
American Medical Association (AMA)
Liang, Xinyu& Dang, Faning. A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-6.
https://search.emarefa.net/detail/BIM-1116772
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1116772
