Finite element analysis of bending performance of basalt fiber reinforced concrete beam

DOI

10.2991/icmmct-17.2017.34How to use a DOI?

Keywords

basalt fiber, reinforcement ratio, finite element analysis, recycled concrete beam, bending performance.

Abstract

In this paper, through different reinforcement ratio and basalt fiber content, ultimate bearing capacity, stress-strain of regenerated concrete beam of basalt fiber were studied. As the result, basalt fiber reinforced the flexural performance of the recycled concrete beam obviously , the proper ratio of reinforcement can obviously enhance the flexural behavior of the basalt fiber recycled concrete beam too. Through simulation analysis, when the basalt fiber content is 2kg/m3, the bending strength of basalt fiber regenerated concrete beam is the most obvious. The formula of yield bearing capacity about basalt fiber regenerated concrete beam fiber is simulated , the error between the calculated value and the simulated value is within 5%.

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/).

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TY  - CONF
AU  - Cong Wang
AU  - ChangChun Pei
PY  - 2017/04
DA  - 2017/04
TI  - Finite element analysis of bending performance of basalt fiber reinforced concrete beam
BT  - Proceedings of the 2017 5th International Conference on Machinery, Materials and Computing Technology (ICMMCT 2017)
PB  - Atlantis Press
SP  - 168
EP  - 173
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmmct-17.2017.34
DO  - 10.2991/icmmct-17.2017.34
ID  - Wang2017/04
ER  -