A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens
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 we...
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| Format: | Article |
| Language: | English |
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Wiley
2018-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2018/8657846 |
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| _version_ | 1832549446238339072 |
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| author | Xinyu Liang Faning Dang |
| author_facet | Xinyu Liang Faning Dang |
| author_sort | Xinyu Liang |
| collection | DOAJ |
| description | 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. |
| format | Article |
| id | doaj-art-7340ebe64f56451c87a3331d6826983d |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2018-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-7340ebe64f56451c87a3331d6826983d2025-02-03T06:11:14ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/86578468657846A Study of the Relationship between the Stress State and Failure Mode of Concrete SpecimensXinyu Liang0Faning Dang1School of Civil Engineering and Architecture, Xi’an Technological University, Xi’an 710021, ChinaSchool of Civil Engineering, Xi’an University of Technology, Xi’an 710048, ChinaAn 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.http://dx.doi.org/10.1155/2018/8657846 |
| spellingShingle | Xinyu Liang Faning Dang A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens Advances in Civil Engineering |
| title | A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens |
| title_full | A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens |
| title_fullStr | A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens |
| title_full_unstemmed | A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens |
| title_short | A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens |
| title_sort | study of the relationship between the stress state and failure mode of concrete specimens |
| url | http://dx.doi.org/10.1155/2018/8657846 |
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