Failure modes and serviceability of high strength self compacting concrete deep beams
The behaviour of deep beams is significantly different from shallow beams. In deep beams, the plane section does not remain plane after deformation. The main purpose of this study is to facilitate the prediction of deep beam failure related to tensile bar and web reinforcement percentage variations....
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| Main Authors: | , , , |
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| Format: | Article |
| Published: |
Engineering Failure Analysis
2011
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| Subjects: | |
| Online Access: | http://eprints.um.edu.my/5955/ http://ac.els-cdn.com/S1350630711001993/1-s2.0-S1350630711001993-main.pdf?_tid=c1ef0d10-593a-11e2-8edc-00000aab0f26&acdnat=1357612147_ff6c3580ceae12200a484bb262ab6310 |
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