Experimental Study on Flexural Behavior of CBF Bar Reinforced Concrete Beams

DOI

10.2991/aeece-15.2015.132How to use a DOI?

Keywords

CBF bar, concrete simple-supported beam, flexural behavior, crack, ultimate bearing capacity

Abstract

Through test on flexural behavior of 2 CBF bar reinforced concrete simple-supported beams on three-point static loading until failure, the experiment researches and analyzes the differences of the crack distribution, the ultimate bearing capacity, the load-deflection relationship and the impact of crack development with the different CBF bar reinforcement ratio. The test results showed that when the reinforcement ratio is within a certain range, the flexural capacity of CBF bar reinforced concrete simple-supported beams increases with the increase in reinforcement radio, and the crack spacing is decreased with the increase in reinforcement radio.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Shu Tang
AU  - Juan Han
PY  - 2015/09
DA  - 2015/09
TI  - Experimental Study on Flexural Behavior of CBF Bar Reinforced Concrete Beams
BT  - Proceedings of the International Conference on Advances in Energy, Environment and Chemical Engineering
PB  - Atlantis Press
SP  - 664
EP  - 667
SN  - 2352-5401
UR  - https://doi.org/10.2991/aeece-15.2015.132
DO  - 10.2991/aeece-15.2015.132
ID  - Tang2015/09
ER  -