Proceedings of the 2017 5th International Conference on Machinery, Materials and Computing Technology (ICMMCT 2017)

Finite Element Analysis of Flexural Performance of Different Fiber Reinforced Reactive Powder Concrete Beams

Authors
Yu Quan, ChangChun Pei
Corresponding Author
Yu Quan
Available Online April 2017.
DOI
10.2991/icmmct-17.2017.36How to use a DOI?
Keywords
Reactive powder concrete Finite element analysis Mid-span bending moment Mid-span deflection Ultimate bearing capacity
Abstract

In this paper, the mixing ratio of carbon fiber and steel fiber was changed respectively under different environmental conditions. The influence of different mixing ratio of carbon fiber and steel fiber on the flexural performance of the reactive powder concrete beam was analyzed by finite element method. The results show that: In the condition of corrosive environment, the incorporation of 1.5% volume fraction of carbon fibers in RPC can significantly improve the mid-span bending moment and deflection of RPC beam in the initial cracking state and the yield state. This can effectively prevent the generation of early cracks, and when the generation of cracks to inhibit the development of cracks. Under normal environmental conditions, the incorporation of 2.0% volume fraction of steel fibers in RPC significantly increased the mid-span bending moment and deflection in the initial cracking state of the beam, Which can effectively prevent the occurrence of the initial cracks, and effectively delay and inhibit the expansion of cracks after the cracks are generated, greatly improve the brittle performance of RPC and improve the flexural performance of the beam. Based on the results of finite element analysis, the formula for ultimate flexural bearing capacity of fiber reinforced RPC beams is deduced.

Copyright
© 2017, 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/).

Download article (PDF)

Volume Title
Proceedings of the 2017 5th International Conference on Machinery, Materials and Computing Technology (ICMMCT 2017)
Series
Advances in Engineering Research
Publication Date
April 2017
ISBN
10.2991/icmmct-17.2017.36
ISSN
2352-5401
DOI
10.2991/icmmct-17.2017.36How to use a DOI?
Copyright
© 2017, 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/).

Cite this article

TY  - CONF
AU  - Yu Quan
AU  - ChangChun Pei
PY  - 2017/04
DA  - 2017/04
TI  - Finite Element Analysis of Flexural Performance of Different Fiber Reinforced Reactive Powder Concrete Beams
BT  - Proceedings of the 2017 5th International Conference on Machinery, Materials and Computing Technology (ICMMCT 2017)
PB  - Atlantis Press
SP  - 180
EP  - 187
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmmct-17.2017.36
DO  - 10.2991/icmmct-17.2017.36
ID  - Quan2017/04
ER  -