Triaxial test results of high-strength concrete subjected to cyclic loading
Article
Article Title | Triaxial test results of high-strength concrete subjected to cyclic loading |
---|---|
ERA Journal ID | 4255 |
Article Category | Article |
Authors | Lokuge, Weena (Author), Sanjayan, J. G. (Author) and Setunge, Sujeeva (Author) |
Journal Title | Magazine of Concrete Research |
Journal Citation | 55 (4), pp. 321-329 |
Number of Pages | 9 |
Year | 2003 |
Place of Publication | London, U.K. |
ISSN | 0024-9831 |
1751-763X | |
Abstract | High-strength concrete (HSC) has highly desirable structural engineering properties, which can lead to significant cost savings in heavily loaded concrete structures. However, its use is limited by a concern regarding an increased brittleness compared to normal strength concrete (NSC), especially under complex multi-axial loading conditions. The issue of ductility is extremely important in structures subjected to earthquake loading conditions. In order to determine the lateral confinement required for a given level of ductility, the relationship between axial stress and lateral strain of confined HSC needs to be established. This paper describes a testing programme carried out to obtain the relationships between axial stress, axial strain and lateral strain for HSC under cyclic loading and subjected to constant lateral confining pressures. Compressive strengths of concrete tested were 40, 60, 80 and 100 MPa. Uniform confining pressures applied were 4, 8 and 12 MPa. The experimental results are presented and the effects of cyclic loading and confinement on the constitutive behaviour of HSC are described. |
Keywords | compressive strength; cyclic loads; earthquakes; structural design |
ANZSRC Field of Research 2020 | 400510. Structural engineering |
400506. Earthquake engineering | |
Public Notes | Files associated with this item cannot be displayed due to copyright restrictions. |
Byline Affiliations | Monash University |
Swinburne University of Technology | |
Royal Melbourne Institute of Technology (RMIT) |
https://research.usq.edu.au/item/q01yz/triaxial-test-results-of-high-strength-concrete-subjected-to-cyclic-loading
2031
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