Behaviour of over-reinforced high-strength concrete beams confined with post-tensioned steel straps - an experimental investigation
This study examines the flexural behaviour of high-strength concrete (HSC) beams confined using an innovative steel strapping tensioning technique (SSTT) able to provide active confinement. Twelve over-reinforced HSC beams (fc = 50 or 80 MPa) were designed to fail prematurely by concrete crushing at...
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| Main Authors: | , , , , |
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| Format: | Article |
| Published: |
Wiley-Blackwell
2016
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| Subjects: | |
| Online Access: | http://eprints.utm.my/71875/ http://eprints.utm.my/71875/ |
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