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

Finite element analysis of flexural behavior of different fiber reinforced ultra-high-strength concrete beam under different environments

Authors
Yu Quan, ChangChun Pei
Corresponding Author
Yu Quan
Available Online April 2017.
DOI
10.2991/icmmct-17.2017.27How to use a DOI?
Keywords
ultra high strength concrete beam; cracking load; ultimate load;deflection;nonlinear finite element;
Abstract

In this paper,finite element simulation of AnSYS was carried out to study initial crack load,ultimate load and load-deflection relationship of ultra-high-strength concrete beam with different ratio of steel fiber and PVA fiberunder general environment and corrosive environment respectively.The results show that with the increase of the content of steel fiber,the initial crack load and ultimate load of ultra-high-strength concrete beam are increasing;and with the increase of fiber content,the toughness of the beam is improved;with the increase of the content of PVA fiber,the initial crack load and ultimate load of ultra-high-strength concrete beam increase first and then decrease.The incorporation of the two kind of fibers increases the toughness of the beam to a certain extent and limits the occurrence and development of the crack.When steel fiber mixing rate was 3% in common environment,initial crack load and ultimate load is increased by 155.4% and 7.0% compared with HSC beam,respectively. When PVA fiber mixing rate was 0.5% in the case of easy corrosion,initial crack load and ultimate load is increased by 56.6% and 3.7% compared with HSC beam,respectively,which can effectively improve the flexural performance of the ultra high strength concrete beams.

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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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-17.2017.27
ISSN
2352-5401
DOI
10.2991/icmmct-17.2017.27How 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 behavior of different fiber reinforced ultra-high-strength concrete beam under different environments
BT  - Proceedings of the 2017 5th International Conference on Machinery, Materials and Computing Technology (ICMMCT 2017)
PB  - Atlantis Press
SP  - 131
EP  - 137
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmmct-17.2017.27
DO  - 10.2991/icmmct-17.2017.27
ID  - Quan2017/04
ER  -