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True-triaxial compressive behaviour of concrete under passive confinement
https://orcid.org/0000-0002-8123-8453
HighlightsTrue-triaxial compression tests associated with passive confinement were successfully conducted on concrete cubes.The tests firstly extended the database for concrete with non-uniform passive confinement field and explicit stress ratio.The models for failure strength and corresponding axial strain were proposed.True-triaxial failure performance associated with passive confinement was different from that with active confinement.
AbstractWith the new triaxial testing system developed to generate passive confinement, 117 normal-weight concrete cubes were tested under 13 loading schemes, including biaxial compression and triaxial compression with both uniform and non-uniform passive confinement. The distinct failure patterns were observed under different monotonic loading schemes. The characteristics of peak strength and corresponding axial strain were investigated and compared with data for concrete under traditional triaxial testing. The peak strength and corresponding axial strain have been observed to be related to the confinement stiffness, non-uniform stiffness ratio and the maximum lateral strain. On comparison, it revealed that the models calibrated from the traditional triaxial testing could predict the peak strength with an error within ±10% but cannot well predict the corresponding axial strain.
True-triaxial compressive behaviour of concrete under passive confinement
https://orcid.org/0000-0002-8123-8453
HighlightsTrue-triaxial compression tests associated with passive confinement were successfully conducted on concrete cubes.The tests firstly extended the database for concrete with non-uniform passive confinement field and explicit stress ratio.The models for failure strength and corresponding axial strain were proposed.True-triaxial failure performance associated with passive confinement was different from that with active confinement.
AbstractWith the new triaxial testing system developed to generate passive confinement, 117 normal-weight concrete cubes were tested under 13 loading schemes, including biaxial compression and triaxial compression with both uniform and non-uniform passive confinement. The distinct failure patterns were observed under different monotonic loading schemes. The characteristics of peak strength and corresponding axial strain were investigated and compared with data for concrete under traditional triaxial testing. The peak strength and corresponding axial strain have been observed to be related to the confinement stiffness, non-uniform stiffness ratio and the maximum lateral strain. On comparison, it revealed that the models calibrated from the traditional triaxial testing could predict the peak strength with an error within ±10% but cannot well predict the corresponding axial strain.
True-triaxial compressive behaviour of concrete under passive confinement
https://orcid.org/0000-0002-8123-8453
HighlightsTrue-triaxial compression tests associated with passive confinement were successfully conducted on concrete cubes.The tests firstly extended the database for concrete with non-uniform passive confinement field and explicit stress ratio.The models for failure strength and corresponding axial strain were proposed.True-triaxial failure performance associated with passive confinement was different from that with active confinement.
AbstractWith the new triaxial testing system developed to generate passive confinement, 117 normal-weight concrete cubes were tested under 13 loading schemes, including biaxial compression and triaxial compression with both uniform and non-uniform passive confinement. The distinct failure patterns were observed under different monotonic loading schemes. The characteristics of peak strength and corresponding axial strain were investigated and compared with data for concrete under traditional triaxial testing. The peak strength and corresponding axial strain have been observed to be related to the confinement stiffness, non-uniform stiffness ratio and the maximum lateral strain. On comparison, it revealed that the models calibrated from the traditional triaxial testing could predict the peak strength with an error within ±10% but cannot well predict the corresponding axial strain.
True-triaxial compressive behaviour of concrete under passive confinement
Jiang, Jia-fei (author) / Xiao, Ping-cheng (author) / Li, Ben-ben (author)
Construction and Building Materials ; 156 ; 584-598
2017-08-27
15 pages
Article (Journal)
Electronic Resource
English
True-triaxial compressive behaviour of concrete under passive confinement
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True-triaxial compressive behaviour of concrete under passive confinement
| British Library Online Contents | 2017
True-triaxial compressive behaviour of concrete under passive confinement
| British Library Online Contents | 2017
Triaxial test for concrete under non-uniform passive confinement
| Elsevier | 2017
Triaxial test for concrete under non-uniform passive confinement
| Online Contents | 2017